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CONTENTS QUONSET 40 BUILDING P age
Suggestions to Erector 2
Erection Sequence 3
F oundation 4
Frame 6
Bulkhead Framing 8
Side and R oof Covering 10
Bulkhead Covering D oors and W indows 12
Sca ffolding 14
Electrica l System 15
THE STRAN-STEEL NAILING GROOVE
The distinctive feature of Stran-Steel is the
na iling groove This groove is in all Stranshy
Steel joists arch ribs a nd studs which are
made by welding two pieces of steel together
The sma ll space rem aining between these
pieces is just la rge enough to admit a n ordishy
nary nail When a n ai l is driven into the
groove it is deformed and cl inched in a grip
of steel with a holding power much greater
than that of w ood In this manner collateral
materia ls are secured to the steel framework
with t he ordinary hammer-and-nails methodshy
Construction in which Stran-Steel framing is
used proceeds in the same way as with ordishy
nary fr aming D imensions of Stran-~teel memshy
bers conform exactly to the requirements of
the collateral ma terials used with it
COPYRIGHT 1950 GREAT LAKES STEEL CORPORATION
1
SUGGESTIONS TO ERECTOR
ORGANIZATION The erection of the Quonset 40 Building is simple and fast if
the operations are done in sequence and properly It is important to get of( to
the right start by being careful to set anchor bolts properly and starting ribs
p lumb Likewise the bulkhead framing must be square and level so the windows
and corrugated steel sheets will fit and so the doors will operate
A logical division of personnel is into crews for (1) building the foundation
and setting anchor bolts (2) raising the ribs (3) framing the bulkhead and
(4) applying the covering
The instructions give each operation complete in its proper order It is not a lways
necessary however to finish an operation throughout the entire building before
the next one is begun Much time can be saved by having the Crews working
on their respective portions of the work simultaneously For example the rib
crew can be assembling ribs and the bulkhead crew can be assembling the bulkshy
head framing while the channels are being laid Then after the first four ribs
from the end have been raised plumbed and braced the bulkhead frame can be
pulled up into position while the erection stagin g is still near the end of the
building The men applying the corrugated steel covering can begin their work
after the first bulkhead frame is raised and their work should follow closely
behind that of the crew raising the remainder of the ribs Meanwhile the bulkshy
head crew should assemble the other bulkhead framing and have it ready for
erection when the last rib is in position
HINTS If any of the steel members have become damaged in shipment the
easiest way to straighten them is by placing the bent part over a crate or sawshy
horse and having a man bear down on each end The hardest way to straighten
is by using a hammer
There is a trick to opening the banded crates When this is known and used
much time and effort can be saved Use a large screwdriver as used for
assembling the frame insert flat side under steel band about an inch or inchshy
and-h alf T urn the screwdriver about the handle roughly an eighth turn This
brings the sharp edge of the screwdriver in contact with the band Pull up
quickly This motion cuts the band rather than breaking it When the knack of
us ing a screwdriver is learned opening the crates is an easy job Open crates
ca refully so lumber can be reused in building erection staging
The importance of using the right nails screws and attachments cannot be too
strongly stressed Follow the instructions c losely in this regard
2
ERECTION SEQUENCE
FOUNDATION
COVERING
1 Foundation Set anchor bolts pour concrete Lay bottom channels (See pages 4 and 5)
2 Frame Assemble and raise ribs Install purlins and channel bridgshying (See pages 6 and 7)
3 Bulkhead Frames Assemble bulkhead frames of steel studs (See pages 8 nd 9)
4 Side and Roof Covering Nail flat corrugated sheets to ribs on sides of building Install flashing Nail curved corrugated sheets to purlins at crown of building (See pages 10 and 11)
5 Bulkhead Covering Apply corrugated sheets Install windows doors
~ and louvers (See pages 12 and 13)
6 Clean Up Save all scraps bands blocks nails screws and crat ing material not used Sort and store for future use
BULKHEAD COVERING COMPLETED BUILDING
3
bull
FOUNDATION
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U AN CHOR BOLT ST -~OO
bull - __ - - - shy shy -shy
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bull sectI I - J I bull i bull I
bI gt CIIMNEL Sf-IUO1
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_ -OIlT TO OU T Of FOIIOAtOli
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BOTTOM CHANNELS PLACED OVER ANCHOR BOLTS
BOTTOM CHANNELS BOLTED DOWN
r~ BOLT ANO
Ir----Y---_ LEAD WAS HER
l )L-=_i---MASONRV NAILS
j
=~_~- ST-1630
0
PLAN OF ANCHOR BOLTS AND BOTTOM CHANNELS DETAIL OF CLIP ANGLE AT FOUNDATION
4
FO DAn ON
ASSEMBLING RIBS
fl Place the 6 x 6 bottom channels (ST-1220)
LlJ over the anchor bolts set in the concrete and
bolt them down Do this as follows
(a) Place concrete forms pour the concrete Place the
12 round by 8 long U anchor bolts (ST-SOO)
accurately (see foundation plan) by measuring along
forms and using points on the forms as off-sets to
locate the center lines of anchor bolts The 406
dimension across the building from centerline to
centerline of anchor bolts must be maintained
(b) After the concrete has hardened remove the
wooden formwork
(e) Lay the 6 x 6 bottom channels (ST-1220)
ON FOUNDATION
which are punched to fit over the bolts into position
(d) Carefully level the channels with small wedges at
the bolts When channels are level grout underneath
them with cement mortar slip washers over tops of
anchor bolts and draw nuts down tight Suggestionshy
floor slab can be poured conveniently in four longishy
tudinal strips about 10 feet wide to make screeding
easy
(e) Fasten angles (ST-1630) to concrete with two
masonry nails before concrete has hardened but not
later than 2 days after concrete has been poured One
angle is placed in center between rib channels U shy
standing leg of angles should be flush wi~h c--shy
edge of concrete
5
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
FRAME
END RIB
SPLICING PARTS AND RIB SECTIONS
COMPLETED SPLICE
6
FRAME
_-- =r-
BRAG IWSLE 51 7
sr 7 U 9nAC1 ~FIOM ENO WALL
ERECTING RIBS BRACE FROM END WALL
RIB AND PURLIN FASTENING BRIDGING
TEP The frame consists of a series of semi-circular2 ribs assembled from three sections and spacedWat 40 on center The ribs are secured to the
channels at the bottom At the top of the building there are seven rows of steel purlins which run lengthwise o f the building and are screwed to the ribs Seven pieces of channel bridging are fastened to ribs in each 4~ spacing Procedure
(a) Assemble all the ribs on the ground Each rib conshysists of three sections each ma rked ST-1230 Asshysemble the ribs near their location in the building To do this place the sections on the ground near their location in the bottom channels Join the three sections with two splice plates ( ST- ISOS) at eachbull joint one on each side of the ribs and four 34 dia x 1 V2 baits with washers on one side only (See photos)
(b) To raise the ribs construct three light movable platforms out of crating lumber Two sections 130 high and one section 156 high will be satisfactory ( See page 14 ) The ribs can then be easily raised in the r1anner shown in the accompanying photographs
(e) R aise an end rib fi rst then follow with four others in sequence securing each rib as it is raised to the channels with four screws ( See detail)
(d) As successive ribs are raised install the purlins (ST-S90) and channel bridging (ST-1226) in their
proper location Attach the purlins to the ribs with at least two screws placed diagonally on each rib
(see detail ) but use four screws where two purlins join The purlins should be erected as the ribs are raised using the staging that is then in position for
the rib raising operation
F asten bridging to ribs by driving in screws into top flanges and then bending ends of bridging around both
rib flan ges (See photo)
(e) After the first four ribs have been raised plumb them and brace them temporarily with pla nks crossed
diagonally and nailed to the inside of the ribs With this bracing in place raise the remaining ribs attaching
purlins and bridging as the successive ribs are erected
7
BULKHEAD FRAMING
BULKHEAD FRAMING
WIND GIRT AT RIB
WIND GIRT SPLICE
8
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
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ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
-0 LULUzQz_ ()x
()
~~ ~Z 0
~ ao
1-shy
- I
tshy ~
~ ~ III
~
~ cD e ~ I -+---t I ~ III
cD
~ cD I e ~ - III
~ ~ I-l---shyrn
1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
---t tt ~I
) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
1--+1 1 ~I I-+shy]shy 1t-r---41 III
Z _ltJIl l ill II II t II II II II II II II III II I I I I 111-i--~I~ c ~ Q a ir III- -7 1 I LU ~ ~ Z
~ is() I I
~ I
~hT
-~ I-
deg111IIIshyI-a
lII~ciCA ()N
~1ampI~cD z9~
Z ~-()iSo l
LU cJE 3LU~Q
~~
1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
ln~G) II h ~ -
--shy
- I I -CAl
I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
I
lD1--+1 11--+1 11- -
I~I ~~I~II-1- - -d-I II Z
deg ~J
C)
~ o(
g ZLU
() i a ~~ 11
ir ~ III
= N
Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
= I N11 III III
deg i LU
-
ii
If)
~a
I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
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~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
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0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
SUGGESTIONS TO ERECTOR
ORGANIZATION The erection of the Quonset 40 Building is simple and fast if
the operations are done in sequence and properly It is important to get of( to
the right start by being careful to set anchor bolts properly and starting ribs
p lumb Likewise the bulkhead framing must be square and level so the windows
and corrugated steel sheets will fit and so the doors will operate
A logical division of personnel is into crews for (1) building the foundation
and setting anchor bolts (2) raising the ribs (3) framing the bulkhead and
(4) applying the covering
The instructions give each operation complete in its proper order It is not a lways
necessary however to finish an operation throughout the entire building before
the next one is begun Much time can be saved by having the Crews working
on their respective portions of the work simultaneously For example the rib
crew can be assembling ribs and the bulkhead crew can be assembling the bulkshy
head framing while the channels are being laid Then after the first four ribs
from the end have been raised plumbed and braced the bulkhead frame can be
pulled up into position while the erection stagin g is still near the end of the
building The men applying the corrugated steel covering can begin their work
after the first bulkhead frame is raised and their work should follow closely
behind that of the crew raising the remainder of the ribs Meanwhile the bulkshy
head crew should assemble the other bulkhead framing and have it ready for
erection when the last rib is in position
HINTS If any of the steel members have become damaged in shipment the
easiest way to straighten them is by placing the bent part over a crate or sawshy
horse and having a man bear down on each end The hardest way to straighten
is by using a hammer
There is a trick to opening the banded crates When this is known and used
much time and effort can be saved Use a large screwdriver as used for
assembling the frame insert flat side under steel band about an inch or inchshy
and-h alf T urn the screwdriver about the handle roughly an eighth turn This
brings the sharp edge of the screwdriver in contact with the band Pull up
quickly This motion cuts the band rather than breaking it When the knack of
us ing a screwdriver is learned opening the crates is an easy job Open crates
ca refully so lumber can be reused in building erection staging
The importance of using the right nails screws and attachments cannot be too
strongly stressed Follow the instructions c losely in this regard
2
ERECTION SEQUENCE
FOUNDATION
COVERING
1 Foundation Set anchor bolts pour concrete Lay bottom channels (See pages 4 and 5)
2 Frame Assemble and raise ribs Install purlins and channel bridgshying (See pages 6 and 7)
3 Bulkhead Frames Assemble bulkhead frames of steel studs (See pages 8 nd 9)
4 Side and Roof Covering Nail flat corrugated sheets to ribs on sides of building Install flashing Nail curved corrugated sheets to purlins at crown of building (See pages 10 and 11)
5 Bulkhead Covering Apply corrugated sheets Install windows doors
~ and louvers (See pages 12 and 13)
6 Clean Up Save all scraps bands blocks nails screws and crat ing material not used Sort and store for future use
BULKHEAD COVERING COMPLETED BUILDING
3
bull
FOUNDATION
~ ) shy-~ 1- r-e
u~tmiddotmiddot H[J( N UT I - I I +GUI WSE~
fDbull ~
bull
U AN CHOR BOLT ST -~OO
bull - __ - - - shy shy -shy
shy
~
bull t
b
~ ~ I i t-shy eocIlUE FLOOR kA8
~
~
bull sectI I - J I bull i bull I
bI gt CIIMNEL Sf-IUO1
b
- ~
0 I n~lIAtlHEL ST-I iBE
I
bull L)imiddot
bull i -0middot (f 14-5 4(1 ft u 41middot ~~
_ -OIlT TO OU T Of FOIIOAtOli
bull
BOTTOM CHANNELS PLACED OVER ANCHOR BOLTS
BOTTOM CHANNELS BOLTED DOWN
r~ BOLT ANO
Ir----Y---_ LEAD WAS HER
l )L-=_i---MASONRV NAILS
j
=~_~- ST-1630
0
PLAN OF ANCHOR BOLTS AND BOTTOM CHANNELS DETAIL OF CLIP ANGLE AT FOUNDATION
4
FO DAn ON
ASSEMBLING RIBS
fl Place the 6 x 6 bottom channels (ST-1220)
LlJ over the anchor bolts set in the concrete and
bolt them down Do this as follows
(a) Place concrete forms pour the concrete Place the
12 round by 8 long U anchor bolts (ST-SOO)
accurately (see foundation plan) by measuring along
forms and using points on the forms as off-sets to
locate the center lines of anchor bolts The 406
dimension across the building from centerline to
centerline of anchor bolts must be maintained
(b) After the concrete has hardened remove the
wooden formwork
(e) Lay the 6 x 6 bottom channels (ST-1220)
ON FOUNDATION
which are punched to fit over the bolts into position
(d) Carefully level the channels with small wedges at
the bolts When channels are level grout underneath
them with cement mortar slip washers over tops of
anchor bolts and draw nuts down tight Suggestionshy
floor slab can be poured conveniently in four longishy
tudinal strips about 10 feet wide to make screeding
easy
(e) Fasten angles (ST-1630) to concrete with two
masonry nails before concrete has hardened but not
later than 2 days after concrete has been poured One
angle is placed in center between rib channels U shy
standing leg of angles should be flush wi~h c--shy
edge of concrete
5
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
FRAME
END RIB
SPLICING PARTS AND RIB SECTIONS
COMPLETED SPLICE
6
FRAME
_-- =r-
BRAG IWSLE 51 7
sr 7 U 9nAC1 ~FIOM ENO WALL
ERECTING RIBS BRACE FROM END WALL
RIB AND PURLIN FASTENING BRIDGING
TEP The frame consists of a series of semi-circular2 ribs assembled from three sections and spacedWat 40 on center The ribs are secured to the
channels at the bottom At the top of the building there are seven rows of steel purlins which run lengthwise o f the building and are screwed to the ribs Seven pieces of channel bridging are fastened to ribs in each 4~ spacing Procedure
(a) Assemble all the ribs on the ground Each rib conshysists of three sections each ma rked ST-1230 Asshysemble the ribs near their location in the building To do this place the sections on the ground near their location in the bottom channels Join the three sections with two splice plates ( ST- ISOS) at eachbull joint one on each side of the ribs and four 34 dia x 1 V2 baits with washers on one side only (See photos)
(b) To raise the ribs construct three light movable platforms out of crating lumber Two sections 130 high and one section 156 high will be satisfactory ( See page 14 ) The ribs can then be easily raised in the r1anner shown in the accompanying photographs
(e) R aise an end rib fi rst then follow with four others in sequence securing each rib as it is raised to the channels with four screws ( See detail)
(d) As successive ribs are raised install the purlins (ST-S90) and channel bridging (ST-1226) in their
proper location Attach the purlins to the ribs with at least two screws placed diagonally on each rib
(see detail ) but use four screws where two purlins join The purlins should be erected as the ribs are raised using the staging that is then in position for
the rib raising operation
F asten bridging to ribs by driving in screws into top flanges and then bending ends of bridging around both
rib flan ges (See photo)
(e) After the first four ribs have been raised plumb them and brace them temporarily with pla nks crossed
diagonally and nailed to the inside of the ribs With this bracing in place raise the remaining ribs attaching
purlins and bridging as the successive ribs are erected
7
BULKHEAD FRAMING
BULKHEAD FRAMING
WIND GIRT AT RIB
WIND GIRT SPLICE
8
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
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I
I --lUI
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~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
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5-PURLINS ST-590 shy -
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I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
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5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
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r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
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I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
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L I S T OF MATFRAL
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2 Z2 WOOD 4- 2
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(j) ALL WOOD TO ee H 2 FIR OR
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HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
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STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
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A S H O rEpound)
ERECTION SEQUENCE
FOUNDATION
COVERING
1 Foundation Set anchor bolts pour concrete Lay bottom channels (See pages 4 and 5)
2 Frame Assemble and raise ribs Install purlins and channel bridgshying (See pages 6 and 7)
3 Bulkhead Frames Assemble bulkhead frames of steel studs (See pages 8 nd 9)
4 Side and Roof Covering Nail flat corrugated sheets to ribs on sides of building Install flashing Nail curved corrugated sheets to purlins at crown of building (See pages 10 and 11)
5 Bulkhead Covering Apply corrugated sheets Install windows doors
~ and louvers (See pages 12 and 13)
6 Clean Up Save all scraps bands blocks nails screws and crat ing material not used Sort and store for future use
BULKHEAD COVERING COMPLETED BUILDING
3
bull
FOUNDATION
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U AN CHOR BOLT ST -~OO
bull - __ - - - shy shy -shy
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BOTTOM CHANNELS PLACED OVER ANCHOR BOLTS
BOTTOM CHANNELS BOLTED DOWN
r~ BOLT ANO
Ir----Y---_ LEAD WAS HER
l )L-=_i---MASONRV NAILS
j
=~_~- ST-1630
0
PLAN OF ANCHOR BOLTS AND BOTTOM CHANNELS DETAIL OF CLIP ANGLE AT FOUNDATION
4
FO DAn ON
ASSEMBLING RIBS
fl Place the 6 x 6 bottom channels (ST-1220)
LlJ over the anchor bolts set in the concrete and
bolt them down Do this as follows
(a) Place concrete forms pour the concrete Place the
12 round by 8 long U anchor bolts (ST-SOO)
accurately (see foundation plan) by measuring along
forms and using points on the forms as off-sets to
locate the center lines of anchor bolts The 406
dimension across the building from centerline to
centerline of anchor bolts must be maintained
(b) After the concrete has hardened remove the
wooden formwork
(e) Lay the 6 x 6 bottom channels (ST-1220)
ON FOUNDATION
which are punched to fit over the bolts into position
(d) Carefully level the channels with small wedges at
the bolts When channels are level grout underneath
them with cement mortar slip washers over tops of
anchor bolts and draw nuts down tight Suggestionshy
floor slab can be poured conveniently in four longishy
tudinal strips about 10 feet wide to make screeding
easy
(e) Fasten angles (ST-1630) to concrete with two
masonry nails before concrete has hardened but not
later than 2 days after concrete has been poured One
angle is placed in center between rib channels U shy
standing leg of angles should be flush wi~h c--shy
edge of concrete
5
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
FRAME
END RIB
SPLICING PARTS AND RIB SECTIONS
COMPLETED SPLICE
6
FRAME
_-- =r-
BRAG IWSLE 51 7
sr 7 U 9nAC1 ~FIOM ENO WALL
ERECTING RIBS BRACE FROM END WALL
RIB AND PURLIN FASTENING BRIDGING
TEP The frame consists of a series of semi-circular2 ribs assembled from three sections and spacedWat 40 on center The ribs are secured to the
channels at the bottom At the top of the building there are seven rows of steel purlins which run lengthwise o f the building and are screwed to the ribs Seven pieces of channel bridging are fastened to ribs in each 4~ spacing Procedure
(a) Assemble all the ribs on the ground Each rib conshysists of three sections each ma rked ST-1230 Asshysemble the ribs near their location in the building To do this place the sections on the ground near their location in the bottom channels Join the three sections with two splice plates ( ST- ISOS) at eachbull joint one on each side of the ribs and four 34 dia x 1 V2 baits with washers on one side only (See photos)
(b) To raise the ribs construct three light movable platforms out of crating lumber Two sections 130 high and one section 156 high will be satisfactory ( See page 14 ) The ribs can then be easily raised in the r1anner shown in the accompanying photographs
(e) R aise an end rib fi rst then follow with four others in sequence securing each rib as it is raised to the channels with four screws ( See detail)
(d) As successive ribs are raised install the purlins (ST-S90) and channel bridging (ST-1226) in their
proper location Attach the purlins to the ribs with at least two screws placed diagonally on each rib
(see detail ) but use four screws where two purlins join The purlins should be erected as the ribs are raised using the staging that is then in position for
the rib raising operation
F asten bridging to ribs by driving in screws into top flanges and then bending ends of bridging around both
rib flan ges (See photo)
(e) After the first four ribs have been raised plumb them and brace them temporarily with pla nks crossed
diagonally and nailed to the inside of the ribs With this bracing in place raise the remaining ribs attaching
purlins and bridging as the successive ribs are erected
7
BULKHEAD FRAMING
BULKHEAD FRAMING
WIND GIRT AT RIB
WIND GIRT SPLICE
8
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
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ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
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~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
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2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
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SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
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C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
-0 LULUzQz_ ()x
()
~~ ~Z 0
~ ao
1-shy
- I
tshy ~
~ ~ III
~
~ cD e ~ I -+---t I ~ III
cD
~ cD I e ~ - III
~ ~ I-l---shyrn
1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
---t tt ~I
) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
1--+1 1 ~I I-+shy]shy 1t-r---41 III
Z _ltJIl l ill II II t II II II II II II II III II I I I I 111-i--~I~ c ~ Q a ir III- -7 1 I LU ~ ~ Z
~ is() I I
~ I
~hT
-~ I-
deg111IIIshyI-a
lII~ciCA ()N
~1ampI~cD z9~
Z ~-()iSo l
LU cJE 3LU~Q
~~
1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
ln~G) II h ~ -
--shy
- I I -CAl
I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
I
lD1--+1 11--+1 11- -
I~I ~~I~II-1- - -d-I II Z
deg ~J
C)
~ o(
g ZLU
() i a ~~ 11
ir ~ III
= N
Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
= I N11 III III
deg i LU
-
ii
If)
~a
I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
FOUNDATION
~ ) shy-~ 1- r-e
u~tmiddotmiddot H[J( N UT I - I I +GUI WSE~
fDbull ~
bull
U AN CHOR BOLT ST -~OO
bull - __ - - - shy shy -shy
shy
~
bull t
b
~ ~ I i t-shy eocIlUE FLOOR kA8
~
~
bull sectI I - J I bull i bull I
bI gt CIIMNEL Sf-IUO1
b
- ~
0 I n~lIAtlHEL ST-I iBE
I
bull L)imiddot
bull i -0middot (f 14-5 4(1 ft u 41middot ~~
_ -OIlT TO OU T Of FOIIOAtOli
bull
BOTTOM CHANNELS PLACED OVER ANCHOR BOLTS
BOTTOM CHANNELS BOLTED DOWN
r~ BOLT ANO
Ir----Y---_ LEAD WAS HER
l )L-=_i---MASONRV NAILS
j
=~_~- ST-1630
0
PLAN OF ANCHOR BOLTS AND BOTTOM CHANNELS DETAIL OF CLIP ANGLE AT FOUNDATION
4
FO DAn ON
ASSEMBLING RIBS
fl Place the 6 x 6 bottom channels (ST-1220)
LlJ over the anchor bolts set in the concrete and
bolt them down Do this as follows
(a) Place concrete forms pour the concrete Place the
12 round by 8 long U anchor bolts (ST-SOO)
accurately (see foundation plan) by measuring along
forms and using points on the forms as off-sets to
locate the center lines of anchor bolts The 406
dimension across the building from centerline to
centerline of anchor bolts must be maintained
(b) After the concrete has hardened remove the
wooden formwork
(e) Lay the 6 x 6 bottom channels (ST-1220)
ON FOUNDATION
which are punched to fit over the bolts into position
(d) Carefully level the channels with small wedges at
the bolts When channels are level grout underneath
them with cement mortar slip washers over tops of
anchor bolts and draw nuts down tight Suggestionshy
floor slab can be poured conveniently in four longishy
tudinal strips about 10 feet wide to make screeding
easy
(e) Fasten angles (ST-1630) to concrete with two
masonry nails before concrete has hardened but not
later than 2 days after concrete has been poured One
angle is placed in center between rib channels U shy
standing leg of angles should be flush wi~h c--shy
edge of concrete
5
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
FRAME
END RIB
SPLICING PARTS AND RIB SECTIONS
COMPLETED SPLICE
6
FRAME
_-- =r-
BRAG IWSLE 51 7
sr 7 U 9nAC1 ~FIOM ENO WALL
ERECTING RIBS BRACE FROM END WALL
RIB AND PURLIN FASTENING BRIDGING
TEP The frame consists of a series of semi-circular2 ribs assembled from three sections and spacedWat 40 on center The ribs are secured to the
channels at the bottom At the top of the building there are seven rows of steel purlins which run lengthwise o f the building and are screwed to the ribs Seven pieces of channel bridging are fastened to ribs in each 4~ spacing Procedure
(a) Assemble all the ribs on the ground Each rib conshysists of three sections each ma rked ST-1230 Asshysemble the ribs near their location in the building To do this place the sections on the ground near their location in the bottom channels Join the three sections with two splice plates ( ST- ISOS) at eachbull joint one on each side of the ribs and four 34 dia x 1 V2 baits with washers on one side only (See photos)
(b) To raise the ribs construct three light movable platforms out of crating lumber Two sections 130 high and one section 156 high will be satisfactory ( See page 14 ) The ribs can then be easily raised in the r1anner shown in the accompanying photographs
(e) R aise an end rib fi rst then follow with four others in sequence securing each rib as it is raised to the channels with four screws ( See detail)
(d) As successive ribs are raised install the purlins (ST-S90) and channel bridging (ST-1226) in their
proper location Attach the purlins to the ribs with at least two screws placed diagonally on each rib
(see detail ) but use four screws where two purlins join The purlins should be erected as the ribs are raised using the staging that is then in position for
the rib raising operation
F asten bridging to ribs by driving in screws into top flanges and then bending ends of bridging around both
rib flan ges (See photo)
(e) After the first four ribs have been raised plumb them and brace them temporarily with pla nks crossed
diagonally and nailed to the inside of the ribs With this bracing in place raise the remaining ribs attaching
purlins and bridging as the successive ribs are erected
7
BULKHEAD FRAMING
BULKHEAD FRAMING
WIND GIRT AT RIB
WIND GIRT SPLICE
8
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
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I shy
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0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
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~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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~ l-LampJ CD
ID
- ~
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
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1- - 1-shy
1-shy
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11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
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I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
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5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
FO DAn ON
ASSEMBLING RIBS
fl Place the 6 x 6 bottom channels (ST-1220)
LlJ over the anchor bolts set in the concrete and
bolt them down Do this as follows
(a) Place concrete forms pour the concrete Place the
12 round by 8 long U anchor bolts (ST-SOO)
accurately (see foundation plan) by measuring along
forms and using points on the forms as off-sets to
locate the center lines of anchor bolts The 406
dimension across the building from centerline to
centerline of anchor bolts must be maintained
(b) After the concrete has hardened remove the
wooden formwork
(e) Lay the 6 x 6 bottom channels (ST-1220)
ON FOUNDATION
which are punched to fit over the bolts into position
(d) Carefully level the channels with small wedges at
the bolts When channels are level grout underneath
them with cement mortar slip washers over tops of
anchor bolts and draw nuts down tight Suggestionshy
floor slab can be poured conveniently in four longishy
tudinal strips about 10 feet wide to make screeding
easy
(e) Fasten angles (ST-1630) to concrete with two
masonry nails before concrete has hardened but not
later than 2 days after concrete has been poured One
angle is placed in center between rib channels U shy
standing leg of angles should be flush wi~h c--shy
edge of concrete
5
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
FRAME
END RIB
SPLICING PARTS AND RIB SECTIONS
COMPLETED SPLICE
6
FRAME
_-- =r-
BRAG IWSLE 51 7
sr 7 U 9nAC1 ~FIOM ENO WALL
ERECTING RIBS BRACE FROM END WALL
RIB AND PURLIN FASTENING BRIDGING
TEP The frame consists of a series of semi-circular2 ribs assembled from three sections and spacedWat 40 on center The ribs are secured to the
channels at the bottom At the top of the building there are seven rows of steel purlins which run lengthwise o f the building and are screwed to the ribs Seven pieces of channel bridging are fastened to ribs in each 4~ spacing Procedure
(a) Assemble all the ribs on the ground Each rib conshysists of three sections each ma rked ST-1230 Asshysemble the ribs near their location in the building To do this place the sections on the ground near their location in the bottom channels Join the three sections with two splice plates ( ST- ISOS) at eachbull joint one on each side of the ribs and four 34 dia x 1 V2 baits with washers on one side only (See photos)
(b) To raise the ribs construct three light movable platforms out of crating lumber Two sections 130 high and one section 156 high will be satisfactory ( See page 14 ) The ribs can then be easily raised in the r1anner shown in the accompanying photographs
(e) R aise an end rib fi rst then follow with four others in sequence securing each rib as it is raised to the channels with four screws ( See detail)
(d) As successive ribs are raised install the purlins (ST-S90) and channel bridging (ST-1226) in their
proper location Attach the purlins to the ribs with at least two screws placed diagonally on each rib
(see detail ) but use four screws where two purlins join The purlins should be erected as the ribs are raised using the staging that is then in position for
the rib raising operation
F asten bridging to ribs by driving in screws into top flanges and then bending ends of bridging around both
rib flan ges (See photo)
(e) After the first four ribs have been raised plumb them and brace them temporarily with pla nks crossed
diagonally and nailed to the inside of the ribs With this bracing in place raise the remaining ribs attaching
purlins and bridging as the successive ribs are erected
7
BULKHEAD FRAMING
BULKHEAD FRAMING
WIND GIRT AT RIB
WIND GIRT SPLICE
8
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
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51 z ~ lt[
J a
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1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
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~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
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OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
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X UJ r r-
I Ii l8 I
1amp1 0
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I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
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~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
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I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
FRAME
END RIB
SPLICING PARTS AND RIB SECTIONS
COMPLETED SPLICE
6
FRAME
_-- =r-
BRAG IWSLE 51 7
sr 7 U 9nAC1 ~FIOM ENO WALL
ERECTING RIBS BRACE FROM END WALL
RIB AND PURLIN FASTENING BRIDGING
TEP The frame consists of a series of semi-circular2 ribs assembled from three sections and spacedWat 40 on center The ribs are secured to the
channels at the bottom At the top of the building there are seven rows of steel purlins which run lengthwise o f the building and are screwed to the ribs Seven pieces of channel bridging are fastened to ribs in each 4~ spacing Procedure
(a) Assemble all the ribs on the ground Each rib conshysists of three sections each ma rked ST-1230 Asshysemble the ribs near their location in the building To do this place the sections on the ground near their location in the bottom channels Join the three sections with two splice plates ( ST- ISOS) at eachbull joint one on each side of the ribs and four 34 dia x 1 V2 baits with washers on one side only (See photos)
(b) To raise the ribs construct three light movable platforms out of crating lumber Two sections 130 high and one section 156 high will be satisfactory ( See page 14 ) The ribs can then be easily raised in the r1anner shown in the accompanying photographs
(e) R aise an end rib fi rst then follow with four others in sequence securing each rib as it is raised to the channels with four screws ( See detail)
(d) As successive ribs are raised install the purlins (ST-S90) and channel bridging (ST-1226) in their
proper location Attach the purlins to the ribs with at least two screws placed diagonally on each rib
(see detail ) but use four screws where two purlins join The purlins should be erected as the ribs are raised using the staging that is then in position for
the rib raising operation
F asten bridging to ribs by driving in screws into top flanges and then bending ends of bridging around both
rib flan ges (See photo)
(e) After the first four ribs have been raised plumb them and brace them temporarily with pla nks crossed
diagonally and nailed to the inside of the ribs With this bracing in place raise the remaining ribs attaching
purlins and bridging as the successive ribs are erected
7
BULKHEAD FRAMING
BULKHEAD FRAMING
WIND GIRT AT RIB
WIND GIRT SPLICE
8
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
()
~
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~ CICII
craquo ~
I shyLLI V z C) ~ CS
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bull=raquo
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CI z a J l CD
shy0
r I-a ~
Z 0 I shyltt a z l 0 shyshy0 I shyl 0
0 I shy
I shy
5 -- I~
0 -J ~
t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
ID
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01
0 ltt
o ~
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~ Igt
111 1
z l LampJ
~ l-LampJ CD
ID
- ~
=-ICD c
OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
-0 LULUzQz_ ()x
()
~~ ~Z 0
~ ao
1-shy
- I
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~ ~ III
~
~ cD e ~ I -+---t I ~ III
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~ cD I e ~ - III
~ ~ I-l---shyrn
1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
---t tt ~I
) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
1--+1 1 ~I I-+shy]shy 1t-r---41 III
Z _ltJIl l ill II II t II II II II II II II III II I I I I 111-i--~I~ c ~ Q a ir III- -7 1 I LU ~ ~ Z
~ is() I I
~ I
~hT
-~ I-
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lII~ciCA ()N
~1ampI~cD z9~
Z ~-()iSo l
LU cJE 3LU~Q
~~
1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
ln~G) II h ~ -
--shy
- I I -CAl
I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
I
lD1--+1 11--+1 11- -
I~I ~~I~II-1- - -d-I II Z
deg ~J
C)
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g ZLU
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ir ~ III
= N
Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
= I N11 III III
deg i LU
-
ii
If)
~a
I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
FRAME
_-- =r-
BRAG IWSLE 51 7
sr 7 U 9nAC1 ~FIOM ENO WALL
ERECTING RIBS BRACE FROM END WALL
RIB AND PURLIN FASTENING BRIDGING
TEP The frame consists of a series of semi-circular2 ribs assembled from three sections and spacedWat 40 on center The ribs are secured to the
channels at the bottom At the top of the building there are seven rows of steel purlins which run lengthwise o f the building and are screwed to the ribs Seven pieces of channel bridging are fastened to ribs in each 4~ spacing Procedure
(a) Assemble all the ribs on the ground Each rib conshysists of three sections each ma rked ST-1230 Asshysemble the ribs near their location in the building To do this place the sections on the ground near their location in the bottom channels Join the three sections with two splice plates ( ST- ISOS) at eachbull joint one on each side of the ribs and four 34 dia x 1 V2 baits with washers on one side only (See photos)
(b) To raise the ribs construct three light movable platforms out of crating lumber Two sections 130 high and one section 156 high will be satisfactory ( See page 14 ) The ribs can then be easily raised in the r1anner shown in the accompanying photographs
(e) R aise an end rib fi rst then follow with four others in sequence securing each rib as it is raised to the channels with four screws ( See detail)
(d) As successive ribs are raised install the purlins (ST-S90) and channel bridging (ST-1226) in their
proper location Attach the purlins to the ribs with at least two screws placed diagonally on each rib
(see detail ) but use four screws where two purlins join The purlins should be erected as the ribs are raised using the staging that is then in position for
the rib raising operation
F asten bridging to ribs by driving in screws into top flanges and then bending ends of bridging around both
rib flan ges (See photo)
(e) After the first four ribs have been raised plumb them and brace them temporarily with pla nks crossed
diagonally and nailed to the inside of the ribs With this bracing in place raise the remaining ribs attaching
purlins and bridging as the successive ribs are erected
7
BULKHEAD FRAMING
BULKHEAD FRAMING
WIND GIRT AT RIB
WIND GIRT SPLICE
8
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
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~
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craquo ~
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I shy
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3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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-~ I
01
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o ~
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ID
- ~
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
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11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
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1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
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-
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5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
BULKHEAD FRAMING
BULKHEAD FRAMING
WIND GIRT AT RIB
WIND GIRT SPLICE
8
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
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INSERT AS MANY 20-0 EXTENSION
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ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
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HEX NUTS
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I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
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5T-4885TUD 5T- 5TUD~ sect o
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ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
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~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
BULKHEAD FRAMING
CONNECTION OF BRACE TO WIND GIRT til
BULKHEAD FRAME PARTS READY FOR ASSEMBLY
BULKHEAD FRAME HOISTED INTO POSITION
Assemble the bulkhead frame on ground Raise ~ the complete frame utilizing the scaffold preshyLJ viously built for erection of the ribs Procedure
(a) Attach bottom channels (ST-1586) to foundation with anchor bo1ts
(b) Lay the vertical studs (ST-1487 1488 and 1491) with their lower ends at their position in the channels and their upper ends resting on sawhorse
(e) Connect the two pieces of wind girt (ST-440) with two splice plates (ST-743) using 16 bolts ( dia x I )
(d) Fasten wind girt with four screws at each stud
(e) Connect clip angles (ST-444 and ST-362) to wind girt as per drawings
(f) Fasten doorhead channel (ST-54) to door jamb studs with screws Then position studs (ST-107) and connect to wind girt and doorhead channel
(9) Attach rafter clips (ST-2) to tops of all vertical
9
DOOR JAMB AND GUIDE CHANNEL
studs Slip the clip over the flange of the stud and bend the projecting part of the clip to the approximate angle it will be when in place against the rib Do not nail the clips to the studs unti11ater since they may have to be adjusted in height after frame is raised
(h) Square entire bulkhead assembly before raising Hold square by means of boards crossed diagonally nailed to studs on each side of door opening Leave this bracing in place until framing is raised and secured
(i) Raise bulkhead frame evenly and slowly to vershytical position Fasten studs in bottom channels (ST-IS86) with four screws Erect stud (ST-1486) to riband channels
(j) Adjust rafter clips until projecting parts of clips are snug against underside of the ribs Then nail each clip to stud and the rib with 6d nails
(k) Connect clip angles (ST-1l7) to splice bolts of third rib Then bolt braces (ST-763) to clip angles at the rib splice and at wind girt Tighten bolts Remove temporary wooden bracing from bulkhead only
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
()
~
-~ I
~ CICII
craquo ~
I shyLLI V z C) ~ CS
gtshygt -cc z
bullV
bull=raquo
(II (I) ID to c( l
CI z a J l CD
shy0
r I-a ~
Z 0 I shyltt a z l 0 shyshy0 I shyl 0
0 I shy
I shy
5 -- I~
0 -J ~
t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
ID
-~ I
01
0 ltt
o ~
--ID
-~
0 0 Ill I-In
In I shyJ 0 ~
II 0 z () Z 4( I
~ Igt
111 1
z l LampJ
~ l-LampJ CD
ID
- ~
=-ICD c
OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
-0 LULUzQz_ ()x
()
~~ ~Z 0
~ ao
1-shy
- I
tshy ~
~ ~ III
~
~ cD e ~ I -+---t I ~ III
cD
~ cD I e ~ - III
~ ~ I-l---shyrn
1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
---t tt ~I
) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
1--+1 1 ~I I-+shy]shy 1t-r---41 III
Z _ltJIl l ill II II t II II II II II II II III II I I I I 111-i--~I~ c ~ Q a ir III- -7 1 I LU ~ ~ Z
~ is() I I
~ I
~hT
-~ I-
deg111IIIshyI-a
lII~ciCA ()N
~1ampI~cD z9~
Z ~-()iSo l
LU cJE 3LU~Q
~~
1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
ln~G) II h ~ -
--shy
- I I -CAl
I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
I
lD1--+1 11--+1 11- -
I~I ~~I~II-1- - -d-I II Z
deg ~J
C)
~ o(
g ZLU
() i a ~~ 11
ir ~ III
= N
Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
= I N11 III III
deg i LU
-
ii
If)
~a
I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
DETAil OF FLAS G A CURVED AND DETAIL ON BOnOM ROW OF SHEETS HORIZONTAL ROOF 5 m s AT ENDWALL
10
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
()
~
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~ CICII
craquo ~
I shyLLI V z C) ~ CS
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bull=raquo
(II (I) ID to c( l
CI z a J l CD
shy0
r I-a ~
Z 0 I shyltt a z l 0 shyshy0 I shyl 0
0 I shy
I shy
5 -- I~
0 -J ~
t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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01
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o ~
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z l LampJ
~ l-LampJ CD
ID
- ~
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
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- I
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~
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~ ~ I-l---shyrn
1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
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) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
1--+1 1 ~I I-+shy]shy 1t-r---41 III
Z _ltJIl l ill II II t II II II II II II II III II I I I I 111-i--~I~ c ~ Q a ir III- -7 1 I LU ~ ~ Z
~ is() I I
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~~
1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
ln~G) II h ~ -
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- I I -CAl
I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
I
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I~I ~~I~II-1- - -d-I II Z
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ir ~ III
= N
Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
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deg i LU
-
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I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
FOUNDATION FOR APPLYING SHEETS
(LEFT) ATTACHING SHEET TO CONCRETE WALL
SIDE AND ROOF COVERING
MARKING GUIDE LINE ON
CURVED SHEETS STARTED
~ TEP Each side of the building is covered with 11 4 rows of 26 wide flat corrugated sheets ST-32
and ST-34 sheets are used for these rows acshycording to layout in sketch on opposite page These sheets are fastened to ribs with lead seal nails 8 DC
Seal all vertical and horizontal laps of sheets with a V4 N dia bead of mastic
All laps of corrugated sheets between purlins and ribs are stitched with sheet metal screws and lead washers 1211 DC Procedure
(0) Start at bottom with corrugated sheets 3 below
FIRST ROW OF SHEETS ON SIDE WALL
FLASHING DETAIL AT BULKHEAD
top of concrete Side sheet vertical laps are 2 side sheet horizontal laps are 4
(b) Fasten bottom sheets to clip angles (ST-1630) with 3 16 stove bolts using lead washers
(c) When 11 rows are installed on each side flashing (ST-1449) is nailed to lower purlin and screwed to top edge of sidewall corrugated sheets (See photos)
(d) Corrugated rubber strips are placed on top of flashing (ST-1449) and then three curved sheets (ST-12S0) are secured to puriins with lead seal nails 8u oc Side laps of these curved sheets are 3fs
(e) Remove wooden temporary bracing
11
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
()
~
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~ CICII
craquo ~
I shyLLI V z C) ~ CS
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r I-a ~
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0 I shy
I shy
5 -- I~
0 -J ~
t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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01
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o ~
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-~
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z l LampJ
~ l-LampJ CD
ID
- ~
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
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1- - 1-shy
1-shy
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11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
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o I-+shyT ill
1-shy ttttlnt~
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~ is() I I
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I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
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deg i LU
-
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5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
BULKHEAD COVERING DOORS AND W INDOW S
SlCVRf IN
flEW WITH HOVE 80U S middot
SIll ~lASHIIG
DElAILS OF LOUVER
iI-- - - --3W STUD
LEAD SEA L NA ILS 8 DC
~2---4- HORIZONTA L LAP
VERTICAL LAP
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
ATTACHING BULKHEAD SHEETS TO RIBS
DOOR STOP AND GUIDE Ir
ELEVATIO OF DOOR
12
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
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0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
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~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
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5-PURLINS ST-590 shy -
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1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
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5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
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I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
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0) ~ 11)~
~ ~ J
I
~
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j
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~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
--lt ~oo
$-IIELOS ~ LAG
yen
BULKHEAD COVERING DOORS AND WINDOWS
1i~C- CORR SHEET
3116 DIA X l-V2
B STOV BOLTS
LUMAPANE
CORRUGATED SHEET
HANGER
BRACKET FOR CHANNEL DOOR TRACK-i-111 1111
DETAIL AT WINDOW HEAD DOOR TRACK AND HANGER
BOTTOM CORNER OF WINDOW
~ Apply bulkhead corruga ted sheets Install winshy
~ daws doors and louvers Procedure
(0) Covering The corrugated steel sheets on bulkhead
are applied along with the installation of windows
and louvers Start with corrugated sheets 3 below
bottom of channels and apply corrugated sheets
corrugated and flat asphalt or rubber strips and
flashing around openings according to layout on
sketches above N ail corrugated sheets to studs with
lead seal nails 8 oc Apply a 114 bead of mastic on
all horizontal and vertical 1aps Stitch all laps between
studs with sheet metal screws and lead washers 12 DC
(b) Windows After three rows of corrugated sheets
have been applied attach welded steel window fra mes
to studs by means of two brackets (ST-413) at each
jamb Brackets are bolted to window frames and
nailed to studs Install window sash by means of
keeper bars (ST-317) four to each jamb and two to
each head Secure keeper bars to sash with stove bolts
Corrugated and fl at asphalt or rubber strips are apshy
plied to jambs heads and sills and flashing (ST-1365)
applied to mullions Corrugated sheets and flashing
CENnR DOOR
~ ~
CENTER DOOR STOP
a re fastened to window frames by stove bolts with lead washers
(c) louvers Attach flashing to sill of louver with screws and place complete assembly between studs (ST-107) and over top edge of sheet over door Fasten louver to studs with screws Apply corrugated asphalt or rubber st r ips to jambs and fasten corshyrugated sheets around opening Nail wood pieces to studs around louver inside building as shown on drawing AST-135 Staple on 2 x 2 hardware cloth
Id) Curved Flashing After entire bulkhead has been sheeted and all roof sheets placed the curved flashshyings (ST-1138 and ST-1367) are applied around arc (Sec sketch photos and drawing AST-76)
Ie) Doors Bolt the brackets that support the door track to the bottom flange of wind girt Slide track into p lace and hang two leaves of door by means of two trolleys for each door leaf Locate center floor stop (see sketch) and secure to concrete with 12 U lag screws and expansion shields Locate channel guides (ST-1241) at door jamb and door stop for open posishytion Fasten guides and stop to concrete with 72 lag screws and expansion shields
13
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
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I
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t-ltgt 1 -~
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
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5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
SCAFFOLDING
-------
SUGGESTED METHOD OF BUILDING ERECTION
STAGING
14
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
()
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craquo ~
I shyLLI V z C) ~ CS
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bull=raquo
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r I-a ~
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0 I shy
I shy
5 -- I~
0 -J ~
t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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01
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o ~
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In I shyJ 0 ~
II 0 z () Z 4( I
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z l LampJ
~ l-LampJ CD
ID
- ~
=-ICD c
OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
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1- - 1-shy
1-shy
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11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
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1-shy ttttlnt~
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1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
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Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
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deg i LU
-
ii
If)
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I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
THE ELECTRICAL SYSTEM
SUGGESTED WIRING SCHEME
TEP The electrical system consists of two lighting longitudinal axis These will serve as guide lines for 6 circuits extending lengthwise of the building mounting the junction boxes to the ribs of the building
one on each side of the centerline terminating in a switch box at the service end of the building 4 Nail junction boxes to every third rib where each
Non-metallic sheathed cable and lamp sockets which guide line crosses the ribs (See sketch) Punch out
are secured to the bottoms of the ribs comprise each junction box holes through which cablesmiddotwill pass
circuit F eed sheathed cables through boxes securing cables with straps nailed to the ribs
Each building is furnished with equipment for 18 sockets A basic wiring scheme suggested in the above Slip wires attached to sockets through porcelain
sketch requires 16 of these This scheme provides rosettes Sp lice socket leads to ca ble wires and cover
for two additional sockets to be placed at optional bare wires with rubber ta pe and friction tape Sc rew
special locations or for spare equipment Installation rosettes to junction boxes
procedure (Drop cords or extension cords may be assembled
W
1 Build a mounting board for the fuse box and from flexible rubber-cove red wires and attachment
switches at the service end of the building out of plug hardware furnished) lumber from opened crates Make the board suffishyciently large to accommodate future switches and 5 At the bulkhead ta ke t he remaining cable of the
circuit on the side of the building opposite the switchshypower switches as they are required Nail mounting box across the bulkhead over the louver until it meetsboard across two bul~ead studs the remaining cable of the ci rcuit Take the pair of
2 Remove the cover from the switch box and screw cables diagonally across the inside face of the bulkshythe box to the mounting board head to the top of the windows over the switchbox
then vertically into the switch box securing the cables 3 At eight feet on each side of the centerline of the to the studs with cable clamps building stretch a chalk line across the bottoms of the ribs for the length of the building parallel to its 6 Connect the cables into the switch box
15
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
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craquo ~
I shyLLI V z C) ~ CS
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bull=raquo
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0 I shy
I shy
5 -- I~
0 -J ~
t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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-~ I
01
0 ltt
o ~
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-~
0 0 Ill I-In
In I shyJ 0 ~
II 0 z () Z 4( I
~ Igt
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z l LampJ
~ l-LampJ CD
ID
- ~
=-ICD c
OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
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1- - 1-shy
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11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
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1-shy ttttlnt~
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~ is() I I
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1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
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I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
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I~I ~~I~II-1- - -d-I II Z
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ir ~ III
= N
Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
= I N11 III III
deg i LU
-
ii
If)
~a
I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
PACKING LIST AND JOB 50-2601 BUDOCKS-YDSO-K-4-51 August 15 1950 Item 2CRATE SCHEDULE FOR STRAN-STEEL
N160s-2875
QUONSET Q40 x 1001 BUILDING NOTE This PACKING LIST AND CRATE SCHEDULE is applicable to all crates and is attached and inserted in all crates
The particular crate to which a particular Schedule is attached is indicated by an arrow
Crate Size Weight Crate No of Crate Contents Item Cubic Renlarks
No Pieces Mark Length Width Depth Feet Net Crate Gross
1 Set Erection Drawings 49gt4 18gt4 2 1gt4 16_94 684 106 790 68 ~ 2 U Bolt w Nuts ST-SOO 52 Cha nnel 67( x 1 x 6 19 ST-1220
61 50 14 x SM Screws ST-510 4380 Lead Washers 25 ID ST-527
230 8d Common N a ils
3850 Lead Sea l Nails ST-S25 245 x 1~2 M Bolts w Nuts 245 2 OD x 1 ~ (6 ID Washers 274 1 1~ O D x ~6 ID W ashers
20 Rafter Clips ST-2 8 Brace Clip Angles ST-H4
1801 4 Brace Angles ST-362 4 Angles ST-117 4 Splice Plates ST-743 4 Channel Clips ST-17
16 Channels 3 x 1 x 06 ST-1586 230 Lead Washers 16 ID ST-526 230 Foundry Nails 4 19 84 -2 x I M Bolts w Nuts
106 6 x I RH Stove Bolts w Nuts 314 Lead Washers 18 ID ST-528
32 Channel Clips STAB
80 Keeper Bars ST-317 128 x RH Stoc Bolts w Nuts 112 ~6 x I ~2 R H Stove Bolts w Nuts
tol 8 Brackets ST-286 (shy 2 Center Brackets ST-287 laquo 8 Trucks ST-297c 2 Center Stops ST-1536U Ul
4 Door Stops ST-1278 20 ~ x 3 11 Lag Screws I
t 20 Expa nsion Shields for Y2 Lag Screws ST-503 (shy
8 Cam Handles ST-543 Z 8 Bolts w Nuts ST-542- 4 End Brackets ST-288 Ul 4 Bracket Assemblies ST-293 Z I0 ISS Cad Plated Masonry Nails l Y Lg ST-502
E= 225 6d Common Nails Galv U 1 4 Wide Paint Brush J 62 Angles 0 3 Lg ST-1630 c 1 ELECTRICAL CARTON CONTENTS AS (shy FOLLOWS Ul Z 280 Lin Ft-Wire and Cable Electric building nonshy- metallic sheathed 600-volt service 14 2 c 1- Z solid - 1- -0 150 Lin Ft-Wire and Cable Electric building cord E= flexible type S rubber or synthetic insula-U tion with rubber or synthetic jacket If 16 2 c tol c stranded OJ 18-Sockets Lamp m edium base keyless weatherproof
600-watt 600-volt with 6-inch 14 leads and shade holder groove
18-Reflectors Dome for weather-proof socket 12-inch I-Switch safety single throw plug-type fuse 2-pole
125 250-volt 30 ampere 10-Fuses plug type 125-volt 30 ampere
I44-Screws sheet metal p oE 8x inch type A -BH 144-Screws metal 6 x 1 inch BH Type A 18-Boxes junction and rosette
100-Straps non-metallic sheathed cable one hole for 10 2 c 1 12 2 c 14 2 clead coated_
2-Rolls tape friction inch I-Roll tape rubber inch 2-Taps cube with prongs 3 way with parallel slots 15
Iampere 125 volt
I 4-Caps cord grip 2-wire parallel blade 10 15 amp I
250 125-volt 2-Body attachment plug screw base for parallel blades I
I
1702 50 28 Ga x 44 Carr Flashing ST-1449 4 8 13 Y2 04 Y2 226 178 17 1951
1703 35 2 x 18 Ga Purlins 19 11 Ys ST-590 20 4 0 11 010Y2 1631 815 50 f 865~
1704 20 6 x 14 Ga 21 5 Y~ Ribs ST-1230 21 9 W 0 6 2 1 24_59 shy 1624 26 1650 27 Rib Splice Plates ST-1505
1705 20 6 x 14 Ga_ 21 5 Y2 Ribs ST-1230 219 y O 6y 2 I 2459 1624 2611shy 1650~ 27 Rib Splice Plates ST-1505
I
1706 19 6 x 14 G a 21 511 Ribs ST-1230 219~ O 6 ~ 2 1f I ll Ys 2349 1540 30 1570f 25 Rib Splice Plates ST-1505
I
1707 19 6 x 14 Ga 21 5Y2 Ribs ST-1230 21 9 middot~ 06 2 l l1 Ys 2349 shy 1540 30 rr 1570 25 Rib Splice Plates ST-1505
1708 75 27 )-f x 90 x 26 Ga Corr Galv Sheets (Curved ) ST-1250 79- 2 7gt4 0 5)4 888 shy 1250 65 1315 Curved to 206 Rad Inside
1709 75 2n s x 90 middot x 26 Ga Carr Galv Sheets (Curved) ST-1250 7 9~ ~ -21f 2 7)4 05)4 888shy 1250 65 1315 Curved to 20 6 Rad Inside
jl
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
= z co~
shy= co i ca
()
~
-~ I
~ CICII
craquo ~
I shyLLI V z C) ~ CS
gtshygt -cc z
bullV
bull=raquo
(II (I) ID to c( l
CI z a J l CD
shy0
r I-a ~
Z 0 I shyltt a z l 0 shyshy0 I shyl 0
0 I shy
I shy
5 -- I~
0 -J ~
t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
ID
-~ I
01
0 ltt
o ~
--ID
-~
0 0 Ill I-In
In I shyJ 0 ~
II 0 z () Z 4( I
~ Igt
111 1
z l LampJ
~ l-LampJ CD
ID
- ~
=-ICD c
OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
-0 LULUzQz_ ()x
()
~~ ~Z 0
~ ao
1-shy
- I
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~ ~ III
~
~ cD e ~ I -+---t I ~ III
cD
~ cD I e ~ - III
~ ~ I-l---shyrn
1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
---t tt ~I
) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
1--+1 1 ~I I-+shy]shy 1t-r---41 III
Z _ltJIl l ill II II t II II II II II II II III II I I I I 111-i--~I~ c ~ Q a ir III- -7 1 I LU ~ ~ Z
~ is() I I
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Z ~-()iSo l
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~~
1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
ln~G) II h ~ -
--shy
- I I -CAl
I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
I
lD1--+1 11--+1 11- -
I~I ~~I~II-1- - -d-I II Z
deg ~J
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ir ~ III
= N
Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
= I N11 III III
deg i LU
-
ii
If)
~a
I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
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~22 2poundgtWA R c CLOTH 9ALY
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~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
Crate No
1710
1711
1712
1713
1614
1815
1716
1717
171S
1819
IS20
No of Pieces
90
90
84 22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4
12 4
12 4 4
2 2
4 4 4 4 4 2 4 4 4 4 4
8 8
6 20 10
4
1 5 I
182 32
2 2
2S 10
4 4 4 2 2 2
24 20 72
175
Crate Size Crate Contents Item
Mark Length Width
26 x 100 x 26 Ga Corr Galv Shee t s ST-34 8 8 J 2 5~4 1
26 x 100 x 26 G a Corr Galv Sheets ST-34 88 J 2 5
26 x 100 x 26 Ga Corr Galv Sheets ST-34 8 8 gt1 2 5 26 x 52 x 26 G a Corr G a lv Sheets ST-32
BULKHEAD SHE ETS
26 x 57 x 26 G a G alv Corr Sheet ST-2IR 114 gt1 2 5 ~i ll
26 x 57 x 26 Ga G a lv C orr Sheet ST-2IL 26 x 52 1 llt 26 Ga G alv Corr Sheet ST-1356 26 x 52 ~ 4 x 26 Ga G a lv Corr Sheet ST-1357 26 x 47 x 26 G a G a lv Corr Sheet ST-1302 26 x 471 ~ x 26 Ga Galv Corr Sheet ST-1303 26 x 39 - 26 G a G a lv Corr Sheet ST-1304 26 x 39 x 26 G a G a lv Corr Sheet ST-1305 26 x 271 ~ x 26 G a Galv Corr Sheet ST-1306 26 x 27 ~ x 26 G a G alv Corr Sheet ST-1307 26 x 60 - 26 Ga G a lv Corr Sheet ST-730R 26 x 60 x 26 G a G a lv Corr Shee t ST-730L 26 x 43 x 26 Ga G a lv Corr Sheet ST-27R 26 x 43 x 26 Ga G a lv Corr Sheet ST-27L 26 x 651 ~ x 26 Ga G a lv Corr Sheet ST-73lR 26 x 65 ) i x 26 Ga Galv C orr Sheet ST-73IL 26 x 102 x 26 Ga Galv Corr Sheet ST-73 2R 26 x 102 x 26 G a Galv C orr Sheet ST-732L 10 0 x 132 x 26 Ga Galv Corr Sheet ST-30 26 x 1 24 x 26 Ga G aIv C orr Sheet ST-31 26 x 52 x 26 G a G a lv Corr Sheet ST-32 26 x 56 x 26 Ga G a lv Corr Sheet ST-20 26 x 112 x 26 G a G a lv C orr Sheet ST-57 26 x 64 x 26 Ga G a lv C orr Sheet ST-5S 26 x 16 J x 26 G a Galv Corr Sheet ST-135S 26 x 76 x 26 G a Galv Corr Sheet ST-408 20 x 100 x 26 Ga Ga lv Corr Sheet ST-453
Door L eaves ST-1271 13II i 7 5 J Door Lea ves ST-1272
Studs 3 x 16 G a x 11 10 ST-1486 IS II ~ 1 2 Studs 3 x 16 Ga x 15 10 ST-1487 Studs 3~ x 16 G a x 18 3 ST -1488 Studs 3middot1 x 16 Ga x 64 )( ST-i 07 Bra ce Angles 3 x 3 x 14 G a x 8 2 1 1 ST-7 63 Channels 3 31 x 16 Ga x 13 11 ~ ST-54 Channels 3 x 16 Ga_ x 20 ST-1241 Wind Girts 146)- Lg ST-440 Door T ra cks 70 Lg ST-1 262 D oor Tracks 66 L g ST-1263 J a mb Assemblies IS S Lg ST-1491
Window Sash (Glazed ) ST-547 5 4 21 Window Frames ST-1360
6 x I x 26 Ga Flashing 60 Lg ST-lIS 54 4 l Omiddotf 26 Ga x 4 S Flashing ST-1138 26 Ga x 5 0 Flashing ST-1367 6)1 x 20 Ga Flashing 56 ~(6 Lg ST-1365
5 Gal Can Sealer 3 6 26 5 Gal C a n Mastic 5 Gal Can Paint 2 )-2 Corr Strip 2 Wide 24 Lg ST-551 Strip 1 --2 Wide x 23 Lg ST-320
Metal Adjustable Louvers Complete with Frame 4 4 )-2 42 24 G a Sill FlashingU6 xl Stove Bolts with Nut and Washer ~(6 x )-2 Stove Bolts with Nut and Washer ~(6 x 1)-2 RH Stove Bolts with Lock W a shers and Nuts 2 x 2 x 4 2 Wooden Members 2 x 2 x 3 S- W ooden Members J2 x 2 x 3 9 Y2 Wooden Members ForI x 3 x 3 9 Y2 Wooden M embers LouverPieces 4 2 x 40-2 x 2 H ardware Cloth Screens4 F oundry Nails Galvanized 8d-Common Nails JY2 Blind Staples
shyChannel Bridging ST-1226 48Y4 29 Y2
Weight Cubic
Depth Feet Net Crate Cross
0 5 1032 1577f 80ll 16571
0 5 1032 1577 80 1657
05 1032 1652 80 1732
04 )4 9 95 S18 67 1 885
0 9 Ya 8543 1113 147ff 1260~
1 2 27 19 1195 80 ~ 1275
1 11 42 55 550f 240 790
09 J 422 140f 45 ~ 185
2 2 1896 52 5 100 625 01
O IO~il 1576 170f I 123 293i1
I
1 9 )1 23 17 7S7 88 87 5
Remarks
Crates Reqd to Make 1-40 x 100 Quonset Q40 Building
20 Crates Total Cu Ft 407 62 Gross Weight 221 54 Net Weight 20609
NOTE Cube of p a ckages shown with an asterisk () are computed on a net basis These packages contain the curved ribs and curved sheets For the purpose of storing and shipping these paltkages can be nested and the number of packages to be nested will determine the cubic space required for storing a n d shipping Computed on the basis of nesting the curved ribs and curved sheets for ten (10) buildings the total cube of one (1) building would be increased by 2388 cubic feet
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t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
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--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
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ID
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
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1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
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) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
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1-shy
1-shy
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deg i LU
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5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
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A S H O rEpound)
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craquo ~
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bull=raquo
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CI z a J l CD
shy0
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0 I shy
I shy
5 -- I~
0 -J ~
t
3-10 4 - 0 4 1
0 41-0 4 1-0 4 1 -0 4 1 -011 41 - 0 41-011 4 1 -0 4 1- 0 4-0
I
I --lUI
--- tt - middot shy - --+++- shy -+t--shy ++I ltD
l r 9 -teD
~ ~ ALL middotU A~HOR BOLTS
t-ltgt 1 -~
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01
0 ltt
o ~
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z l LampJ
~ l-LampJ CD
ID
- ~
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OF BUILDING C
INSERT AS MANY 20-0 EXTENSION
SECTIONS AS DESIRED
ALL middot UANCHOR BOLTS ST-500 ~ (SPACING SAME AS OPPOSITE SIDE 1
A 621
----H--I~ -+ - -++ - H middot - -++shy - - shy tIt shy - +t shy 4t-1_-t+- ++
FOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
~N
OF ANCHOR BOLTS
CONCRETE FLOOR OPTIONAL
t bull ANCHOR BOLT ST-500
cD- ---__ I ~t I~POURED CONCRETE WALL
I 9 ~ 0 1 ___
FE ET
o 5 10 wee ewI I
FEET
~ LENGTH OF BUILDING ~
a CHANNELSEE GENERAL -IN 3 t IS OF ANCHOR BOLTS
NOTE -3 _____________ 1 If
2
III lt
2 l
FLOOR
2LI ~ z ~ - - ANCHOR BOLT ST-
~ 00 ~POURED CONCRETE WALL 9 _~ -N A
1_ 9 J r 1
SECTION THRU END WALL SCALE OF SECTIONS SECTION THRU SIDE WALL
RFvlIO N5
w B -1- 50
C LI AS SHOWN
cD
0 o z 0
9 0Ishy
~ I Z rl _
~ ~ shy J o J I shy lt[5 ~ o 0 I shy Z Ishy W 5 Lt
-10
51 z ~ lt[
J a
2 0--=-
1 II r-shy I
-- til ______ STD 2 DIA
eD
HEX NUTS
- fCUT WASHER
I2 DIA
u ANCHOR BOLT
ST-500
GENERAL NOTES
LFOUNDATION WALLS TO BE 2000 PSI CONCRETE
2ASSUMED SOIL BEARING VALUE-4000 PSF IF LOCAL SOIL BEARING VALUES VARY FROM THE ABOVE FOUNDATION WALLS MUST BE ADJUSTED TO SUIT
3 IF THIS DIMENSION EXCEEDS 4 FOUNDAshyTION WALLS MUST BE ADJUSTED 10 SUIT INCREASED VERTICAL a LATERAL PRESSURE
PIECE MKI DESCRIPTION SIZE AND GAGE
ST-500 1u ANCHOR BOLT 19 DIAMETER
STRAN STEEL DIVISI ON GREAT LAKES STEEL CORPORATION
DETIOIT MICHIGAN
QUONSET 40 BUILDI NG 40 FT LONG AND LO NG ER
D DS W (( 0 RLC JO NO
c uSt OM11S ODn lUI_Ali U_ III 50 - 2601 SoMf( ~
621
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
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()
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1-shy
- I
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~ ~ III
~
~ cD e ~ I -+---t I ~ III
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~ cD I e ~ - III
~ ~ I-l---shyrn
1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
---t tt ~I
) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
1--+1 1 ~I I-+shy]shy 1t-r---41 III
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~ is() I I
~ I
~hT
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lII~ciCA ()N
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Z ~-()iSo l
LU cJE 3LU~Q
~~
1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
ln~G) II h ~ -
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- I I -CAl
I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
I
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I~I ~~I~II-1- - -d-I II Z
deg ~J
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g ZLU
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ir ~ III
= N
Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
x 5
= I N11 III III
deg i LU
-
ii
If)
~a
I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
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~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
--T-----1f---o--- 1
cD1 Z W ~ o
ST-1220
a STUDS
10
BUILDING
CORR SHEETS
~MASONRY NAILS MUST BE DRIVEN INTO CONCRETE NOT LATER THAN 10AYS AFTERCONCREr~E_IS__P_O~U_R~
RiVI510N5
ST-IS30
j
20~0
~ q ~9 tp CP ~ ~ r 1 I
1 t- ALL CURVED RIBS ST-1230 1
ST-1486 STUD 1-(SPACING SAME AS OPPOSITE SIDE) ~ - I en ALL CHANNELS ST-1220 ~ ~
_ -ALL WALL ANGLES 51-1630 -0 el~--- ~ ST-1486 STUD -J ~ _ en - - 0 ~ ~ ~
en--l __
-91 ~ ST-1487 STUD ST-1487 STUD
5T-4885TUD 5T- 5TUD~ sect o
bull ~ 0 I ~ 0 o ~ - ~ I () bull e ~OOe-z 0Q en-~~ rshy
ei ~ 63= ~ w ~ gt Z -l III ~ Z ~-l ~ t OF BUILDING cD ~ 0 laquo o ~ () 5 3= x 11 ~ 0 0 ~ ~ c 0 en C 0 Zi _ ~ ~ ~ lLJ
bull III C 0 ~ o z Z -gt u _ e W bull 0 0 o _ ~ 0 Z
ST-1491 STUD -0 laquo e shytl~ ~ -l~ ~ 9
0
0 NOTE
01 --b-~ _ ATTACH RIB AND STUDS TO
ST-I48B STUD ST-1488 STUD--4--A ~ 01 1 CHANNEL WITH 4-NO 14 ~ I ~ I I - SHEET METAL SCREWS
JNSERT AS MANY 2egt-0 EXTENSION
SECTIONS AS DESIRED ~ 01 en
ST-1487 STUD - -~ ~ [ z ~ 6~ 1 r---ALL WALL ANGLES ST-1630 ~Jt I ~
ALL CURVED RIBS ST-1230
ALL CHANNELS ST-1220
-~~~~~~~~~~~~~~~~~-2~--~~~--~~~--~~~--~~~--~~~--~~~--~~-F--~~~--~~~__~~~__~~_lr ___ RIB LOCATIONS IS
4-0middot ANGLE LOCATIONS
PLAN OF CHANNELS RIBS ______ ANCHOR BOLT ST-I486 STU ST- 500 DESCRIPTION SIZE AND GAGE o 5
RIBFEET
STUDS r ~ LENGTH OF DOOR JA MB STUD
ST-1586 SCREWS ST-1220 I CHANNEL
ST IS86 1 CHANNEL-ICD ST-1220cD
ST-1630 IANGLE 4 1 X I ~X 18 GAGEt ANCHOR BOLT ST-500 E~D__~______~__________________~_____________
STRAN STEEL DIVISiONI CURVED RIB~ -1eD ~ laO I ~ 1 ST-I230 GRfAT LAKES STEEL CORPORATION
RIB ST-12~ Ws~ 4 ~ f FACE OF SIDE WALL DETROIT MICHIGAN[ FACE OF 51 E iLL 1TItshy-++1-111 QUONSET 40 BUILDING
16 shyIlj ~ 4-0middot
40 FT LONG AND LONGER DETAil OF CORNER CA TYPICAL CONNECTION OF RIB TO CHANNEL METHOP OF ATTACHING CORR SHEETS
~ - -- -- PLAN OF CHANNELS RIBS AND STUDSAT TOP OF CONCRETE WALLo 3 6 9 12 o 3 6 9 12 pu r-I HEB C~fC RL C JOt HO Sotffl NUM_Iw I 1 8-1-50
INCHES INvHES CU~TOMfS 0 10( HT~IU TI HU 62350 -2601IcAlI AS SHOWN
1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
on 0 III -~a
-0 LULUzQz_ ()x
()
~~ ~Z 0
~ ao
1-shy
- I
tshy ~
~ ~ III
~
~ cD e ~ I -+---t I ~ III
cD
~ cD I e ~ - III
~ ~ I-l---shyrn
1- - 1-shy
1-shy
I-+-shy
11--middot
11--+--+1 11---+1 II-+-shy
5-PURLINS ST-590 shy -
cD I eN
l~ l ~ ~
~1 ~N N
~ N I pa
---t tt ~I
) I-+-shycD
o I-+shyT ill
1-shy ttttlnt~
1--+1 1 ~I I-+shy]shy 1t-r---41 III
Z _ltJIl l ill II II t II II II II II II II III II I I I I 111-i--~I~ c ~ Q a ir III- -7 1 I LU ~ ~ Z
~ is() I I
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Z ~-()iSo l
LU cJE 3LU~Q
~~
1-shy
1-shy
1-shy
I I-----JI I 11------+1 11---+11 I 1 1- - 1---+1 1 1++1 1JIllT
ln~G) II h ~ -
--shy
- I I -CAl
I~I 11-shy 1---+1 I -~ l--ill j~ ocD -_ N
I
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I~I ~~I~II-1- - -d-I II Z
deg ~J
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ir ~ III
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Z Q2i ~- Lt - 5III _ III 5 -or-- -- _
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deg i LU
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ii
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I deg 41X
5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
~~ET
~ LENGTH OF BUILDING ~
Q LUa
~ ~ ~ QZW i5
~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
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I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
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0
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L I S T OF MATFRAL
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I
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(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
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- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
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fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
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1 OF RIB ~ OF RIB ~ 20-0 END SECTION 20-0 EXTENSION SECTION 20-0 EXTENSION SECTION rll~
INSERT AS MANY 20~0 EXTENSION SECTIONS AS DESIRED
5 - P~LIN5 5T- 590shy 5-PURLINS ST-590
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5 ~ III LU LUJ E ~ ~5 6 CURVED RIBS 5T-1230-4-0middot ON CENTER
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~ 1- SEE DRAWING 629 FOR DETAIL OF PURLIN TO RIB
CONNECTION 8 INSTALLATION OF CHANNEL BRIDGING
IlEVISIONS
CD ILimgt IWIIWe-stlQ
DATI e- middotI- 50
gtCA AS SHOWN
PIECE MK 1 DESCRIPTION
ST-I505 1 RIB SPl1Cpound CHANNEL
sr- 90 1 PURLIN
ST-I226 I CHANNEL BRIDGING
sr-I23O I CURVED RIB
SIZE 8 GAGE
4 ~X XIlGA
2 X18GA
6JXIXleGA
6 X 14GA
STRAN STEEL DIVISION GREAT LAKES STEEL COIPOIATIOH
DIlIOITMICHIGAN
QUONSET 4(f BUILDING
40FT LONG AND LONGER
ROOF FRAM~ PLAN I --AWN IHM CItIC1C YAR gtOIl
cuClMIU 0l0I _A - 50 - 2601 _ 627
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
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OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
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X UJ r r-
I Ii l8 I
1amp1 0
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I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
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~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
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I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
I~ OVERHAN STRAIGH T
SEE NOTE B
START WITH OF CURVED DOWN
(lI
Z
o J
gt fD
Iltshyo I ~ o i
OFshyHEETS
OW -
-lEETDGE
r1 ~ 16 shy
L
cshy
5 RIB SPACES AT 4- 0 = 20- 0 5 RIB SPACES AT 4- 0 =20- 0 5 RIB SPACES AT 4-cI =2 0- Omiddot I--I~ OVERHANG OF STRAI GHT SHEETS END SE CTI ON EXTENSION SECTION- r-- 4 LAP
OF RIB TYPICAL
1--2 f--shy INSERT AS MANY 2d-0 EXTENSION l r4~middot LAP SECTIONS AS DESIRED ~2middot
-- ~BOTTOM ED GE OF SHEE TS
IT- 32 IiST- 34 r- I ST-34 ST-34
I
I ST-34
I
ST-34 I ST-34 ltA1T1 5T-34
76
ST-32 IST-34 I 5T-34 I ST-34 I ST-34 I 5T-34 I ST-34 I 5T-34 I ST-34
ST-34 I ST-34 I ST-34 15T-34
IST-32
ST-34 5T-34 15T-34 I 5T-34 I
5T-32 5T-34 I 5T-34 ST-34 5T-34 I
5T-34 I
I 5T-34 ST-3 4 5T-34
I
5T-32 15T-34 5T-34 I ST-34 ST-34 I
ST-34 5T-34 ST-34 5T- 34 I
ST-32 S1-34 I ST-34 5T-34 ST-34
EXTE NSI ON SECTION
STITCH SCREWv SEE NOTE
n ~-
I
-til -1 - 1 O~_ loLl I
X UJ r r-
I Ii l8 I
1amp1 0
~ It tI lt
I )( ~ bull J
r-~ ~ Lt 7 N TT -- - shy
7
ST- 32 ~-
5T-32
ST-32
ST-32
I S1-32
OF R1 B
j
z ia l Q
V I
I I I ~
--shy~ STshy 0
~ I
I 0
0
I I
I
11~~ ~i6 -+1II =or
GE OF CURVE EET UP
z J (lI II Z l -Q 9II --l
I 1- It -II
~ --wL-- -I I 27i X 26 GAGE X 90middot CURVED COf RUGATED SHEETS ST-1260shy I II II
Jl Ii - I _ II
i1V I I- ~ ~L AP II - I ~-~~ ~ I 3f LAP ~7V I I Ir
~ 76_ L _- - I tshy
o
I I I I I I I I I 1
~ -
I II I f
I II I I I I I ~ I ~
1 ~ ~I I I I I I r I I I I
I I I I I I 5Tshy I ~
middot1 j II II I II shy V L I
-i shyt
ST-34 15T-34 I ST-34 ST-34 - -shy ST-32 cri
It- T ~
ST-32 I ST-34 ST-34 I ST-34 ST-34 I L 1amp1
II
5T-34 i JI ST-34 II
= Q I
5T-34 I ST-34 I I ST-32 III I N ~ ~
ST-32 ST-34 ST-34 ST-34 bull ST~34 II I I I ~-
ST-34 15T-34 I ST-34 ST-34 I I I I ST-32 ti l
ST-32 ST-34 I ST-34 ST-34 I ST-34 I I I
ST-34 I ST-34 I 5T-34 I ST-34 I II I S1-32
I ST-34 I
ST-32 I ST-34 5T-34 1 ST-34 I I
ST-34 middot I 5T-34 I ST-34 I ST-34 I bull I I
~ W ST-34 STmiddot34 ~- I I ST-34 I 5T-34 AST 76 J~ Wl2ST-34 I 5T-34 I ST-34 ---J IST-34 I ~ I I 5 - 32
~ --shy Itshy - ----l - -L-IMPORTANT NOTE
~ START BOTTOM EDGE OF SHEE TS 3middot BELOW
WHEN 5T-34 IS USED AS STARTER ON THI S -l MUST BE STARTED WITH ST-3Z
DEVELOPED PLAN OF ROOF SHEETS 06 10Iwe
F EE T4 LENGTH OF BUILDINI bull
TOP OF FOUNDATJ~ WALL
ell Iltshyo
--uo-J a ~ ~
l i ~
r-shy
MASTIC SEE NOTE~
ltto CORR SHEETS------l---
LAP SIDE L AP
LAPS OF CURVED CORRUGATE D SHEETS
CORR 5HEETS-----
SIDE LAP END LAP
LAPS OF STRAIGHT CORRUGATED SHEETS
t -NO14 SHEET METAL SCREW
--LEAD WASHER WITH f DIA HOLE CONVEX SIDE TOWARD SCREW HEAD FOR BEST RESULTS
SHEET METAL SCREW a LEAD WASHER
GENERAL NOTE S 1shy SEAL ALL VERTICAL a HORIZONTAL LAPS OF SHEETS
WITH A f TO riDIA BEAD OF MASTIC
DfTf
2- LAPS OF CORR SHEETS BETWEEN PURLINS a RIBS TO
BE STITCHED WITH NO14 SHEET META L SCREWS
a LEAD WASHERS WITH f DIA HOLE 12 O C
3- SECURE SHEETS TO PURLINS ANlJ RI BS WITH
LEAD SEAL GALVANIZED NAILS ft O C
PIECE MK DESCRIPTION SIZE a GAGE
5T- 14 49 FLASHING 28 GAGE
ALL CORR UGATED SHEETS I 26 GAGE X 2~CORR
IIfVISlONS ST RAN STEEL DIVISION
GREAT LAKES STEEL CORPORATION DETIOIT MICHIGAN
QUON SET 1 40 8UILDING
40 F T L ONG a LONGER
PLAN OF ROOF SHEETS 8-1-50 OIlmiddotbull HE 8 (t R L C 101 NO W I UM
Lf AS SHOWN CUTOoldU 0101 UliAli MVfooIII 50- 2601 I 6 28
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
- (I
~GI (Ishy0tE
o ~
~
~ ~
qto)
(I z Gl i~
BRIDGING
6t CHANNEL
~ ~ ~ =
ftl8 51-1230 MEASU RED ON OUTSD ~I _I ~ 15-lii t OF 6- =shy
2 - ST-1505
PURLIN ST- 590
2 SPLICE CH ANNELS ST- 1505 SEE DETAIL OF TYPICAL RIB SPLICE ON THIS DRAWING
OF BUILDING
bull 0 0
~~ ~Q
FI NISHED FLOOR LINE
CONCRETE FLOOR OPTIONAL
CURVED SHEETS ST - 12~0
6 RIB ST -1250
SPLICE
IT-51 COAT 80 TH SIDES WITH SEALER
5 4- DlA X I f LG BOLTS-~ 4Q~d
NU TS a WASHERS
ST-1226 ~
CHANNEL BRIDGING
RIB ST- 1230
6f CHANNEL
CHANNEL BRIDGING ST-1226 ONE SIDE OF RIB ONLY
6 RIB ST-1230
DETAIL OF TYPICAL RIB SPLICE o 3 6 9 12 lee
INCHE S
ii1I GlO
o-II
UoI g 0 J 0 1amp1 UoIshy JOz () IU -
I 41-0 OUT TO OUT OF FOUNDATION middot--1 ANCHOR BOLT
ZtE1 Z lll
~ ~ ~ ~4o E O Z
tE o tE II 0
11 lt) lt)tj N I 14 SHEET METAL SCRE WS - TOP ONLY
~ -shy ~ I r CHANNEL BRIDGING ST-1 226
lltn ll() a I
BE ND ENDS OF bull bull 0GING bullbull0UNol Ilaquo RIB FLANGES I It- 4- 0 CENTER TO OENTER OF RIBS
TYPICAL CROSS SECTION o 5
FEET
4 middot 14 SHEET METAL SCREWS DRIVE FROM TOP INTO RIB AS SHOWN
6 RIB ST-12 30
6 RIB ST- 1230
I NSTALLATION OF TYP ICAL CHANNEL BRIDGING DETAIL OF PURLIN TO RIB CONNECTION
o 3 6 9 12 o 3 6 9 121M 1M J
INCHES INCHES
REVISIONS
PI ECE MK DESCRIPTION SIZE 8 GAGE
ST- 590 PU RL IN 2 X 18 GA
ST- 1230 CURVED RIB 6 x 14 GA
CHANNEL 6V4 X 1~4 X 16 GA
ST-12 26 CHANN EL BRI DGING 618X I X 18 GA
ST- 1505 RIB SPLICE CHANNEL 4 ~8 X 5~ x GA
ST-1449 FLASHING 28 GA GALV
ST- 551 CORRUGATED ST RIP
STRA N STEEL DI VI SION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET 40middot BUILDING 40 FT LONG AND LONGER
CD CROSS SECT IO N AND DETAILS OIA W R T L ( HlCkfO V A R JOt NObull shy
sc AS SHOWN CV~TOMUI 0_0(1 l$IIMo1[ u_Itt 50-2601 629
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
ST-2IR
_~H-20
11a ~ ~
iD-It)
abull ~
ST-I586 1 1 I 70 70 ~o 4-0
I 4-611
41~Ot OUTSIDE TO OUTSIDE OF FOUN DA TION
ELEVATION OF END WALL FRAMING WITH DOOR
CD on tshy
NOTE SCREEN ON FAR SIDE OF LOUVER SEE OWG AST -135
~ en
BOTTO OF shy - CORR SHEETS
GolLY LEAD SEAL NAIL AT EACH PURLIN ATTACH FL ASMING TO ROOFING SHEETS WITH NO14 SHEET METAL SCREWS AND LEAD WASHERS BETWEEN PURLINS AB OliT 12
MASTIC 3 iX16GA
STUD
CORR SHEETS 1-0middot
BEND AROUND FLANGE RIB
RAFTER CLIP ST-2 FASTENED TO RIB 8 STUD WITH 8d COMMON NAILS
3iSTUD
FASTEN LOUVER ASTc 3 TO ~ STUD WITH 4 NO 14
SHEET METAL SCREWS
~
_ HoO VU AST-66
R- V1 SI0NS
SECTION
DETAIL
INCHES
1Qlli SEAL ALL VERTICAL ~ HORIZONTAL L APS OF SHEETS WITH TO i DIA BE AD OF MASTIC
2 LAPS OF CORR SHEETS BET WEEN STUDS TO BE STITCHED WITH NO14SHEET ME TAL SCRE WS 8 LEAD WASHERS WITHa HOLE 12 0C
3 SECURE SHEETS TO STUDS WI TH GALV LEAD SEAL NAILS 8middot0C
4 ALL HORIZON TAL LAPS OF CORR SHEETS TO BE 2 8 VE RTI CAL LAPS TO BE 4 ~
PIECE MKI DESCRIPTION SIZE AND GAGE
AST-3 I METAL LOUVER 4-0 X 4-0
AST-66 SLIDING DOOR 14-0X13-6 HIGH
AST-81 METAL WINDOW 3-4 X 4-IHIGH
ST-1486 STUD 3~ X 16GA
ST-1487 STUD 3~8 X 16 01
ST-1488 I STUD I 3~ X 16GA
ST-1I38 I FLASHINGCURVED I 26GA GALV
ST-1367 I FLASHING CURVED I 26 GA GALV
ST-17 I RIB a WIND GIRT CONNCH
ST-1586 CHANNEL
~T-16~0 ANGLE
IST-54 TOP CHANNEL - JQ - -~ ST-107 STUD
ST-1I5 I BENT SHEET P6 GA GALV
ST-1365 I FLASHING 20 GAGALV
ST-2 I RAFTER CLIP 16GA
S1440 I END WALL GIRT 4~4J(4~X7-9 XI3GA
ST-1491 I DOOR JAMB STUD s l(16GA 831~ ST-763 I BRACE 3x3X 3~ X 14GA
ST-5 51 I CORR STRIP ~4 X 2
ST-743 I SPLICE PLATE
ALL CORRUGATED SHEETS
ST RAN ST EE L DIVI SIO N GREAT lAKES STEEL CORPORATION
DETROIT MICHIGAN
QUONSET ~Omiddot BUILDING
CORR
ASTE N SHEE TS TO ANGLE WITH ~ OIl o I 2 3 4 5 10 IwwI IwwI IELEVATION OF END WALL WITH DOOR
40 FT LONG AND LOHGER
o 5 10 STOV E BOLTS a LEAD WAS HERS INC HES END WAL L FR AMING WI T H DO OR
j
FEET SCALE FOR ELEVATIONS
I
AS SHOWN
8 -I - 50 I -bull H E B I CltlD RLC ~ obull 0
~ f l t aoIl 50 - 2601
W I NuI 6 3 1
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
ST-1I7
f STUDS
7-1078
BLDG
WIND GIRT ST- 440R
7- 10 7
END WALL BRACESELEVATION OfSIPE
Of BUILDING VIEW FROM IN j
o SCALE I FEET
ST- 56 WINO GIRT WIND GIRT ST-440R
RI B
tBLDG
RIB
a o o oJ
~
ST-1505
~
~ RIB
~THIRD RIB FRO END B~O I~ S RIBS
IRPr ~ ~IA X I~ BOLT Srshy
1I7 )
SPlICEshyST-42 --
a o o J o -~
-
SCALE
AND NUT
SECTION o 3 6 9 12 15---shy INCHES
SECTION t J ~ 9 I~ 15
INCHES
DES CRIPTION
ST-IIT BRACE ANGLE
AND NUT
3f END WALL STUD
4DIA X I
BOLTS AND NUTS
SIZE AND GAGE
ST-IIT shy NOTE ST-362 BRACE ANGLE
IDIAX I BOLT2 NUT 8 WASHER
NAIL TO R IB WITH 8d NAILS
SEC T I ON (JJ o 3 6 9 12 15
S-CALE we wi I I I IN CHES
ST- 440
ROOf PLAN Of END WALL BRACES (WITH PURLINS REMOVED)
SCALE T FEET
r ST- 743
ST-440 -
8__ - - - - ~Iit~ ~ --shy -~J - Eo _ = =rE ii
SECT ION ffi e J 6 12 115 ~
INCHE S
ST-440
TRACK 8 BRACKETS USED ONLY oN ENDWALL WI T H DOOR
ST- 440 MAY BE SUBSTITUTED FOR EITHER ST-440R OR ST-440L OR BOTH
f OIA X I BOLTS NU TS 8 WASHERS I(VISIC~
D 8 - I - 5 0
AU AS NOTED
ST-444 BRACE CLIP ---shy --I
ST-7S BRACE
STRAN STEEL DIVI SIO N GREAT LAKES STEEL CORPORATION
DETROIT CHIGAN
QUONSET 40 BUILDING 40 FT LONG AND LONGER
II O H L Cuo-(n ourl
t4Il
632
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
--
11 ROD THRU TAB WELDED TO V2 X 12 GA PULL BARS ON OUT 316 II X V2 RH
STOVE BOLTS
14 GA TAB
112 X 12 GAo PULL -z BAR
112 X 14 GA OPERATING BAR
SHT
I ~II 1~16 I ~ III~ A
JOINTS WELDED AND GROUND SMOOT~ gtshy
t X I YZx 8 L FRAME~ ~ 1- ~
-t ~
H J ~ 1 ~
~~l fWSPOtWELD 4 0C ~ _ SPRING b 52r-llK3lis-xlV2 RH STOVE 80L T
t middot0
L-Jt- -WITH LOCK WASHER
)
12 X 14 GA~I J III 11 1
OPERATINGRIVET~ RODS H
_t- 20 GA METAL ADJUST IIIABLE LOUVERS ~ -AND
( ~
~ I -~ ~ 1
IS bull
i j ~ ~
~31GmiddotX IWRH STOVE BOLT WITH LOCK WA SHER
o bull0 ~(D) 2o bJ l~2 X I ~2 X ~8 L FRAME r WELD ~io
In
U 1+ -+---
~
---shy-~ ~ ~ -r -+- ~------ ----shyt 1 IX bull middotX 18 CHAIN CATCHL WELDED TO L FRAME Ill (1 12 11 ~ 11 ~2 13 716 C711611-3 o
gt bull 2lt-40 LONG PLUMBERS CHAINI ~ + 5 J WITH RING OR middot Smiddot HOOK AT END~ 3- VI- rl CHOTE ALL HOLES -iN 112 FLAHIlES ~32 OIA UNLESS HOTEDSECTION J ELEVATION - BACK OF LOUVER~
j ELEVATION - FRONT OF LOUVER SCALE ~ s 9 12 15 I
0--3 bull 12 1 INCHES
C ell seAl INCHES o
3 1m- I~I ~ ~-I ~2middot 1-1 t2 is IYl6 yen31e HOLES + ~ -==+= -+ shy~ t--~j LIST OF MATERIALS
1 rAE PART NO DESCRFTlOH NOTE
3- II 718
I I IADJUSTAIILE STEEL --JLIR IN_ FAME WITH (i) PAINT ALL SURFACES WITH ONE DETAOWILE PUU BAR It CHAIN ASSr AS DETAILED
24 GA GALV SILL FLASHING ~~JTOF OLIVE DRAB CAMOUFLAGE I SILL FLASHING MeA r-shyALL PARTS THAT ARE TO BE GALV 14 Mex RK STOVE BOLTS WITH WASHEItS It HUTS I
CHAIN CATCH ~ SHALL BE DULCOTE GALVANIZED 5 ~X 12 RX ST(J(E BOLTS WITH WASHERS bull NUTS 1 OR BRIGHT GALVANIZED T REATED 2 3l6x I ~RH STOVE BOLTS WITH WASHERS It HUTS I
u---21-J ~
I~ )( ~ )( 20 GA ~~bullbullC CATCH WITH GALVAPREpmiddot BEFORE PAINT- 4 ST 551 CORR ASPHALT STRIPS METAL INGSCREWS V ~24 GA SILL 58X 31r X 20 GA LFL ASHING J-- 1 t E _ j
SECTION o C I ~
SCALE L M6 XIH RH gTavE BOL17 I ~ I X 12 g BAR OR INCHES 1I1~ 111 ilJIfi WITH LOCK WASHER i CHL SEE BELOW
4 ~O TO to STUDS
RfVISIONS STRAN STEEL DIVISION SECTlci GREAT L~KES STEEL CORPORATIONo CHAIN GATCHSCALE - ~ DIlIOIT MICHIqANIHCHES
---+--k--middot X~_J 20 GA t LDUVER AIlVIIRI V
4-0middot X4~middot S-TEn I N IVED
CD I PAN 18 ~~f~ tlSEO ~16X I W RH STOVE BOLT It -LOCV IINHER lI2x r-X GA t ampALV ) lOt_ OHL I CtICIIID L K DA 8 - I - 50
CUTOMUI ClII 15ftMAT1 NUMIaALTERNATE SECi[IONmiddot 50-2601 1011 AS IIOTDI AST- 3
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
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~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
--
i WINO GIRT NOTE~ Fr IiAiNT ALL SURFACES OF THE DOOR II) WITH OLIVE DRAB CAMOUFLAGE PAINT
~ 4 SHEET METAL SCREWSII
fll 12I AT STUD r __--__ EACH ~1lJ ~ IT-1262 7-0 ST-1262rSO HEAD MACH BOLT NO NUl 0 0 STmiddot 263 7middot O s 1 i I lt4
2 U1
I I _ 3 3 _ 6 _ 1 r- ~ 0 0 3 - middot4 I 3 I~ I AS
I I I I ~ J ~86 ~T-20~ 1yen7~STL I -5T-2881-ST- 288 cST-293 ~T-293 LST-286
TRACK l ST-1262 6-6 - LONG TAUCKsr297-rffij1t ~ - 1263 TRACK t-000R LEAF ST TRUCKS 1 ST-1211 ST-297 8 BRACKETS T- 286 AND 28 BRACKET I1 CENTER ST-293 eRAGKET IJ)D WASHER5T-28 f BRACKET--i
ST- 1248 WID ICE BRACKET 5T-2 SUPPORT AND ~ DOO~iTt2i11 ~ 1II1 ~ ~ ST-293- SPL BRACKET- _BRACKET TO r _ LINE U AQCftfct ~ ~I I I IIl 1i j 11r81-8 I _ 11 8 J l I--------l- - shyfij) TRA~ ~
E DETAIL ~ DETAIL ~ I ii ~ o o o I 2 3 4 5 101---- DOOR LEAF NOTEo lIt ILOCATE DOOR STOP ST-I218 II ImHES~ f BEYOND END OF DOOR LEAF
II
BILL OF MATERIALWHEN DOOR IS FULLY OPENII DOOR LEAF IN AND FLUSH WITH ODOR JAIoIBo DESCRIPTIONII mi I~f~i_I_WITH JAMro ~ FOR OPENo ST-I271I DOOR LEAF WITH ASTRAGALPOSITION
e II I 51272I DOOR LEAfIII 7-0middot TRACKSTmiddot12622 ~ z + =t w--l
1 II 6-6- TRACKST12632i I~ IH ~Z
III II ST-2864 BRACKETsr21 ST f-H - t bullo I ST-287 CENTER BRACKETIi I IIIbullII) 2 I STmiddot2eal END BRACKETSHER AND EX bullitI VIEW OF DOO~NSION SHIELD -shy2 I ST-293 I TRACI( SPLICE BRACKET ASSEMBLYSHOWING STOPS ~~ 4 IST-2S71 TRUCKSINTERIOR ELEVATION S
I I ST-15361 CEHTeR FLDOR STOPSCALE 0 FEET 5 2 I $1241 1 CHANNEL GUIDEI 1middotr-~--~--q~middot----~4+~ socgtpound44r ilLJl ~ 2 I$121B I DOOR STOP
CORR STRIP Vi OIALAG SCREWSII Lr=l I
I
10~~I (FlOOR LINE r COMB ST UD AND JAMB 10 EXP SliIELD FOR 12- LAG SCREWS z =-=shy--L-I ~_- _ _ p ~~Ji~tL~ o -~ -igt r FLOOR
12 ~i OIA X I-LG SQ HO MACH BOLT AND NUTI if l --pu----rOIA L AG SCREW
1) shy
WASHERS FOR Ii DIA BOLT30I t I I t IIII a WASHESECTION ~ Lt~J DtlgtOR ~J1-EXPANSION SHIELDo 5 z ISCALE INCHES
1(1 i 7u
- q
iW 1 I bull 45 I n-middottrCLEARANCE
4+ $~ I Ilv$ION$Ir I
(t In STRAN STEEL DIVISION ~ GREAT LAKES STUl CORPOIlATION~ I--r ST-1241 I 7
OlTlOIT MICMIOAH
~~EO FLDOR LINE DOOR ASSEMBLYSECTION ~ FOR 0-40II i 1-fOIA_LAG SCREW o 5 ~ r----+1~14[middot-~OLmiddotJXJIl3=middot-8 SlIDING STEEL MnD
iWASHER SCALE INOHESQElAIL SHOWING EX~NSION SHIELO FOR CD REV 8-11-50
CHANNEL GUlpE rLAG SCREWS JOt 000 IOrIT shyW~ O H L ltwgt LK 8-1-50 o )campU (uO Oti l I) NI 50-2601 AST- 66AS NOTEDSCALE INCHES
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
FLASHING 5T-II38
ST-I367
SECURE FlASM1NG TO ROOF SHEETS WITH - spoundET tETAL SCREWS~
EOOE f7 FIRST CORR a LEolO WASHERS BETWEEN PURUHS StET DOWN ABOUT 12 ~ CENTERS
CORR ROOf00IIfI ltgtOf ~ MASTIC--9BEN) DOWN EDGE OF ~ ltgtHbullvG_ l-Igt I SHEET METAL SCREWS 8 LEAD~D FlASHING STmiddotI~
sHERS S ON CENTERS6 CURVEDOOAR SHEET TO FlaJoj -+---~ClpoundAR FlASHHG
C1fIVm FlA5HftG-- STmiddot~7 __FOlHlRY NAIlS Ii LEAD WAStpoundRS 14 SHEET METAL SCREWS s ON CpoundffTERS BEl() AR~D RIB4 ~METAI 8 LEAO WAStpoundRS 8 ON CENTERS SCREWS 81 IpoundAD 6 CUfNED RIEl 6 CURVED RIB wsHERS e ON CpoundHTE MASTIC BETWEEN WAST1C BETWEEN
- F~ NAILS 8 LEAD WAStpoundRS SECTION (i)FCUIlRY ~a~ S ~ CENTERS SEllaquo) ~ltXHgt RIB MSIpoundRS 8 ON CENTER lEN) AROIH) RIB
CORR STRIP SECTION ~ ST S5I SECTION i)
-14 SHEET METAL SCREWS I LEAD WASHERS AT LAPS OF FLASHING ---~
CURVED CORR ROOF SHEET ~ FLASHING ST-I367 ~
-BEND DCNfN Q SCREW IN PLACE SEE DETAIL ms SHEET I14AST1C
eENJ BACK 8 BUTT~ BOTM SIDES WITH MASTIC
6- CURVED RIB STI449
4 SHEET METAL SCREWS 8FLASHING 5T-I367 SEE CUTTING a BENDING LEAD WASHERs IZmiddot ON CENTERS DIAGRAM THIS SHEET I bull
CUTTING DIAGRAM BENDING DIAGRAM SEALER FOR FLASHING $T - 1367 FOR fLASHING ST-(367
26 GA X 26 CORR SHEETS
6 RIBCORR END YALL SHEET--- shy
6pound ClWfpoundL
s- lt~~ CORA STRIP Si -5~ __ BFLASHNG ST-II38 SEE CUTTING I ~ - NOTE SLIGHT FORWARD 8 BENDING DIAGRAM THIS SHEET POSITION CF ST- 1367
EDGE OF FLASHING SECTION ~ CURVED RIB
RL ~ION S
STRAN STEEL DIVISION GREAT lAKES STEEL CORPORATtONCUTTING a BENDING DIAGRAM
omOlT MICHIGANFOR FL ASHING ST-1138 FLASHING INSTALLATION
FIELD INSTAlLATION AT END WALLDETAIL OF FLASHING AT CURVE~ a ~iHORIZONTAL ROOF SHEtTS AT ENe WALL 76 u u U 12 CD~~I AND SIDE OF BUILDINGshy
H Ea
INHES 50 - 260 ASTY6 Agt 51 wJ
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
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1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
~ - - CORR SH EET
~~ DI A t t R H STOVE BOLT NUT pound LEAD WASHER
3 3 II ~ ~~~320 ~ DIA bull 4 RH ~ -loJ-+-----pound9IT WI TH MAST IC STOV E BOLT f NU T
~I
ST- 3 17shy
If
fiamprjHEAD~~
w SECTION ~ I-
tshy
13 116
3-4 FRAME e
SASH 01 MENS ION
3 14
it 116
1 13
RH
~- __1 BOLTS
AP PLY MASTIC _ I FLASH ING ST- 136S ~~ ~I~ laquoshyurampr() -rnt-z
~~I~ ~ ~~t~
ST - 551 CORRUG STRIP COAT BOLT SIDES
BEFORE INSTAL lI l4~ APPLY MASTIC BEshy3 SASH bull FORE INSTALLATIO N
IN FIELD FOR i6 DIA
X l fS BOLTS pound LEAD DI AXli BOLTS
~ ST-l60~ 0 = ~~ I
WITrf MASTIC
rn
I t-
Ir o u
-1- PLUG END OF SILLS WI TH A -r PIECE OF ST-551 6 MAST IC
rtlllD 3 - is DIA )( RH STOVE
( ~OLT Bo LEAD WASHER
~~
rfj) SI~L SECT ION 81
Q 123
5T - 320 COAT WITH MASTI C
INCHE
iyenyenyenfshy II -----= - FLAT STRIP
~~~~~~ l ~~~~~~~=~ -sect-~shy~
KEEPER BAR -- STE EL SASH
CO RRUG STRIP
CORRUG
SHEETS
I
ELEVAT ION DETAIL OF
CORNER AT HEAD-------shyt STU D CDR RUG STRIP
_t ~ I (~~
KEEPER BAR
PLUG HOLE AT END OF SILL WITH A
PIECE OF CORR STR IP Eo MA STI C
STEEl SASH
SLOT CORR SH EET TO f i T UNDER S ilL
WINDOW SILL
F L AT STR IP e -~
~ =shy THIS PORT ION OF CORR shyT~- _~ SHEET GOES UNDER SILL
ELEVATION DETruLOF lt-4 - 0 i TO Ii OF ST UD
CORNER AT SILL o I 2 3 4 8- - INCHES
~J
WASHERS 8-0 0 c b LEAD WASHERS (IN VAL LEY OF COR RUGATIONS)
JAMB SECT ION fitf ~
o I 2 3------=shyINCHES
shy ST- 3 17
shy
LuIl AANE
~llL ~
+L + ~ -+ - + f~ij 4- 0 STUD CENTERS
EXTERIOR ELEVATION OF
SINGLE WINDOW
o 2
fEE T
NOTES
II
MUL LION SECTION reg ~~
- ST- 4 13
T-413
INCHES
4 ~l ~ middotfTshy1shy
shy
ifl
~ I~ 81 J l~ =bull- -
II
1
5T- 1365 -
1 I shy -
MULL I ON ELEVATION
BETWEEN WINDOWS
I N SEOUENCE
o 2
FEET
PAINT ALL OUitR - lIRAGES 01 FRAM E l tH) SASi W IT H OLIVE i)RH CAttlOUUAGE _PAlrit
WINDOW~ T O f)E GL AZED WI1H L Ul1APA~E O R =Q UIL
LEA~ TRANSPJUENshy PI AStu ~ ITH SCltEEM M ESH
~ET IN THE S A$H W IT H SEALE I
l HI DR pv-n t G fOl JOS -lfs cgt- gt 1 ONLY
INSTALLATION INSTRUCTIONS
I BOLT T HE CHANNEL CL IPS ST- 413 TO THE AN GLE JAMBS OF
THE STEE L WINDOW FRAME USING T WO CLI PS AT EACH JAMB
SEE EL EVAT IONS FOR POS I T I ON OF CLIPS
2 PLACE WINDOW FRAM E IN POSIT ION BETWEEN TH E ST UDS
WIT H TOP OF WINDOW S I L L AT DIMENSI ON SHOWN ON EREC TI ON
DRAWG AN D NA I L THE CLIPS INTO NAIL I NG GROOVE OF THE
STUDS 3 APPLY MAST IC TO I NS I DE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CON T IN UOUS L AP WI DT H OF ONE HALF I NCH
SO AS TO SEAL THE JOIN T BETWEEN SASH AND FRAME
4 INSTAL L STEE L SASH F ROM INSI DE OF B U I LD ING BY BOLTING
TH E TWO KEEPER BARS ST- 317 TO THE WINDOW FRAME
TO SECURE THE SASH IN T HE PROPER POSI T ION I T WO
KEEPER BARS 5T - 317 AT HEAD)
5 INSERT THE FL AT STRI PS ST - 320 OVER CORR UG AT ED
META L SHEE TS UNDER SILL CAULK WiT H MASTIC AT EACH
EN D Of SI L L INSERT SEVEN BOLTS TfR U WINDOW SILL
AN D CO RRUGAT ED SHEETS 6 AT JAMBS (EXC EPT MULLIONS) DRI LL f OlA HOLES THRU
COR~ SH EET CORRUGATED STRIP AN D fRAME FOR ii PIA
XIf STOVE BOLT amp L EA[I WAS HER 8 O C ( IN VALLEY OF
CaRR SHEETS) AT T AC t1 4 KEEPER BARS ST- 317 TO 4 OF
THESE BOLTS OF EACH JAMB
7 IF WINDOWS OCCUR IN ADJOINING 4 - 0 SPACES BETWEEN
STUDS THEN A METAL flASHING SHEET ST -1365 I S TO BE
BOLTED TO TIiE ANGLE ME MBERS Of WIN DOW FRAME AS
WELL AS AT SILL MEMBER SEE MUL L ION DETA IL
8 APPLY CORRUGATED METAL SHEETS OVER F L AT
STRIP ST - 320 AT HE AD OF WINDOW E BOLT TO HEAD
MEMBERS OF WINDOW FRAME APPLY MAST IC TO FACE
OF FLAT STRIP TOUCHING FRAMES BEFORE l NSTA LLI NG
4
10
4
4
16
i4
10
26
14
4
2
RpoundI I ON~
B I LL OF MATER IAL
DESCRIPTION STEEIsl-SH FENEST RA OR EQUAL co~shyPLETE W1111 HARDWARE
ST-1360 WELDED FRAME NO 14 GA
5Tshy 413 CHANNEl CL IPS NO 14 GA
ST-317 CRIMP KEE PE R BAR NO 12 GA
STshy 551 CORR UG STRIP
ST-320 PLA I N STR IP 2 - 3 LG
~1Ei D I A x 34 RH GALV STOv( BOLTS fA NUTS
3is DIA lC IV2 RH GALV S OVE BOLTS pound NUTS
8d COMMON NAILS
ST-528 5t8 DIA LEAD WASHER WITH 18 DIAIiOLE
GALLON MASTIC
l U iAtI~ liar 14~ ) o~ EQUAL
I-UMAPfIIlE ( I~X -1 5~middot) 0 1gtshy EQU A L
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
DfTROIT MICHIGAN
WINDOW ASSEMBLY -+----3--Jshy-5-middot-X~4 -I STEEL WINDOW
IN STRAIGHT WALLS CD 1-middot
bullbull 10 - 1-48 O~ww R T L I l ~ LIlt HUUft
Al AS SHOWN (ulCMtt ~ 0 011 nU14 4 u AST-81
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
0
I I
I
I I
(J) )1
iIshy l I
~ ~ I(
~ ~
tIJ tIJ
~
~
~ ~ j
~ ~ ~ ~ i
1Tn ~II---- ---11 - Z ~2 4~2 t~ [ ~-- ~ -~-- - - _ _ _ ~-_ I ~ =t ~ I l
I I ~ 2Zshy i j I ry
~-I - ~ ~
I IIII rz ~
0)1
~ ~
0) ~ 11)~
~ ~ J
I
~
~ 11)
j
iJ
~22 2poundgtWA R c CLOTH 9ALY
ishy
22rr ~ ~~ 3~ STUDSU
~ Ii l i
ELEVATION OF StReEN SCAttc d ~ 0
-I k L O U VCIf F RAME
I
J N
~I U =J ~l -l - f- ~__---1~-- ~ I~
~ bull J ~ ~-shy __ I
s 38 5rup
L I S T OF MATFRAL
YO MltRcqlJ OpoundSCePTON iFNfiTA
2 Z2 WOOD 4- 2
2 2 2 wooo -I Zmiddot Zoo W OOD
3~T3 - 912 I 3 W OOL) 39Z
-2 4~ O 22 1t4RIJHMRECLt)TN~iV
I
2 4 rOtIVORY NAILS (jALY
0 e J C OMMON NAIL
36 J B LIND STAPLeS
NorF - ALL WOOD TO BE PRon-crED LSY Rcz rE Oi c fJlN4L
(j) ALL WOOD TO ee H 2 FIR OR
EMLOCK
NA Il S
- I _ _ jl 2 -2 IIlt1Rpound)I1lAfRpound CLON L - 4 F OUNDIZ yen
4 -2 fjAi v - - -----shy ---shy
3 3-9JLlt7 ----Lt J s Je 5 rup
~-----~-~
fERTICAL 5ECTON HALF SIze
HORZONT-4L 5EC T ON YALF SIZE
REVISIONS
(j) I v~r~ ~~~~~J n
STRAN STEEL DIV ISION GREAT LAKES STEEL CORPORATION
DETROIT MICHIGAN
8pound0 SCpound ccN -IOJOCJ( )OWI
F Ofif 4 4 (OVVER AST-21
PJlt 8 -8- 50 1)IAWK D J K C~KED W O shylA5T-135
JOI NO
$CALI CUSTOMYS Oloe U1IMAU HUMIEI
A S H O rEpound)
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